[From the U.S. Government Printing Office, www.gpo.gov]



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                                               4 24
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                                                    V.5                                 US Army Corps
                                                                                       of Engineers
                                                                                  NEW Orleans District

                                                                                       Amite River and Tributaries  Louisiana
                                                                                       East Baton Rouge Parish Watershed
                                                                                       Flood Control Projects

                                                                                                                                                                                                                                                                                                                                                                                                                                                           U. S. Department of commerce NOAA
                                                                                                                                                                                                                                                                                                                                                                                                                                                           COASTAL SERvICES CENTER 
                                                                                                                                                                                                                                                                                                                                                                                                                                                            2234 SOUTH HOBSON AVENUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              CHARLESTON, SC 29405-2413                                                                                                    ... .........




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                                                                                                                                                                                                                                                                                                                                                                                       Property Of CSC Library
                                                                                       Feasibility Study
                                                                 TC
                                                                 424                                                 ACES Estimate                                                                                                                                                                                                                                                                                            REVISED
                                                                 .L8
                                                                 A45                                                                                                                                                                                                                                                                                                                                                                     DRAFT
                                                                                       ruary 1995































                                                                 1995                                                ruary 1995
                                                                 V. 5
 






















































             If you have any questions or require additional information,

             please contact Mr. Frank Vicidomina, Study Manager, U.S. Army

             Corps of Engineers, New Orleans District, P.O. Box 60267

             New Orleans, LA 70160, telephone number (504) 862-1597.








          Tus 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIM 10:16:01
                                                   PROJECT EBRO01:    East Baton Rouge Psh Fees. - NED
                                                        East Baton Rouge Parish Feasibility study                                 TITLE PACE     1


























                                                             East Baton Rouge Psh Fees. - NED


                                                                          NED Plan



                                                                           9/27/94




                                                               Designed By:
                                                              Estimated By:   Cost Engineering Branch, NOD




                                                               Prepared By:   Cost Engineering Branch
                                                                              New Orleans District



                                                                       Date:  09/27/94











                                                          M C A C E S G 0 L D E D I T 1 0 N
                                                  Composer GOLD    Copyright (C) 1985, 1988, 1990, 1992
                                                             by Building Systems Design, Inc.
                                                                        Release 5.201




























          LABOR ID: EBRO01      EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID: EBROOl    URB IDt EBRO01











        Tue@27 Sep 1994@                                    U.S. Amy Corps of Engineers                                         TIME 10:26:01
                                                PROJECT EBR001:       East Baton Rouge Psh Feas. - NED
      06LE Or CONTENTS                                East Baton Rouge Parish Feasibility Study                            CONTENTS PAGE     I




                                   SUMMARY REPORTS                                                   SUMMARY PAGE



                                   PROJECT OWNER SUMMARY - LEVEL 2    ........................................... 1
                                   PROJECT OWNER SUMMARY - LEVEL 6    ........................................... 3
                                   PROJECT INDIRECT SUMMARY - LEVEL 2  .......................................    22
                                   PROJECT INDIRECT SUMMARY - LEVEL 6  .......................................    24
                                   PROJECT DIRECT SUMMARY - LEVEL 2   .........................................   43
                                   PROJECT DIRECT SUMMARY - LEVEL 6   .........................................   45




                                   DETAILED ESTIMATE                                                  DETAIL PAGE


                                    A. Bayou Fountain
                                       01. Lands and Damages
                                           00. Lands and Damages
                                                00. Lands and Damages
                                                    00. Lands and Damages .....................................   1
                                       02. Relocations

                                           00. Relocations

                                                00. Relocations

                                                    00. Relocations   ........................................... 2
                                       06. Fish a Wildlife Milities
                                           03. Wildlife Facil ties a Sanctuary
                                                71. Fences

                                                    02. Sitework
                                                        01. Fencing - barbed wire   ............................. 3
                                                73. Habitat and Feeding Facilities
                                                    02. Sitework
                                                        01. Planting Trees  ....................................  4
                                       09. Channels and Canals

                                           01. Channelx

                                                01. Mob & Demob
                                                    01. Mob & Demob
                                                        01. Mob & Demob  .......................................  5
                                                15. Mechanical Dredging
                                                    02. Sitework
                                                        01. clearing and snagging   ............................. 7
                                                        02. Clearing for Channel Dredging   ..................... a
                                                        03. Excavation ........................................   9
                                                30. Bank stabilization
                                                    02. Sitework
                                                        ol. Filter Drain Fabric   ..............................  12
                                                        02. sand (9" thick)   ..................................  12
                                                        03. riprap 160 - dry placament  .......................   14
                                                    03. Concrete
                                                        01. 1 FT U-frame  Bass Slab  ...........................  16
                                                        02. 1 FT U-frame  wall  ................................  17
                                                        03. Channel Wall  Pavement (4") .......................   is
                                                        04. Channel Nall  Pavement (6") ........................  20
                                                        05. Channel Wall  Pamment (8')  .......................   2i
                                                99. Associated General Items
                                                    05. Metals
                                                        01. Fence (chain link)   ...............................  24




         LABOR ID: EBRO01     EQUIP ID: EBROOI                    Currency in DOLLARS                     CREW ID: EBRO01    UPB ID: EBRO01










          Tue 27 Sep 1994                                      u.s. Army corps of Engineers                                           Time 10:16:01
                                                    PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
          TABLE OF CONTENTS                               East Baton Rouge Parish Feasibility Study                                CONTENTS PAGE







                                     DETAILED ESTINATE'                                                    DETAIL PAGE


                                                       06. Aesthetic Plantings
                                                            01. Aesthetic Tree Planting   ..........................  25
                                                            02. AEsthetic. Shrub Planting    ......................... 26
                                          29. Project Cooperation Agreements
                                              00. Project Cooperation Agreements
                                                   00. Project Cooperation Agreements
                                                       00. Project cooperation Agreements    .......................  27
                                          30. Engineering and Design
                                              00. Engineering and Design
                                                   00. Engineering and Design
                                                       00. Engineering and Design    ...............................  28
                                          31. Construction Management
                                              00. construction Management
                                                   00. Construction Management
                                                       00. Construction Management    ..............................  29
                                       B. Jones Creek
                                          01. Lands and Damages
                                              00. Lands and Damages
                                                   00. Lands and Damages
                                                       00. Lands and Damages    ....................................  30
                                          06. Fish & Wildlife Facilities
                                              03. Wildlife Facilities      Sanctuary
                                                   71. Fences
                                                       02. Sitework
                                                            01. Fencing    barbed wire  ............................  31
                                                   73. Habitat and Feeding Facilities
                                                       02. Sitework
                                                            01. Planting Trees   ...................................  32
                                          09. Channels, and Canals

                                              01. Channels

                                                   01. Mob & Demob
                                                       01. Mob & Demob
                                                            01. Mob & Demob ......................................    33
                                                   15. Mechanical Dredging
                                                       02- Site, Work
                                                            02. Clearing for Channel Dredging    .................... 35
                                                            02. Degrading, hauling, shaping 16mi   ................. 36
                                                            03. Clearing and Snagging   ............................  40
                                                   30. Bank Stabilization
                                                       02.  Sit* Work
                                                            01. sand (8" thick)   ..................................  41
                                                            02. Filter Drain Fabric   ..............................  43
                                                            03. Fusepluq Dams  ....................................   44
                                                       03.  Concrete
                                                            01. Cutoff Wall ......................................    45
                                                            02. Channel Wall Pavement (4")   .......................  46
                                                            03. Channel Wall Pavement (6")   .......................  47
                                                            04. Channel Wall Pavement (8")   .......................  48
                                                            05. drain ditch ......................................    49
                                                   99. Associated General Items
                                                       05. metals




          LABOR ID: EBRO01                           Currency in DOLLARS                       CREW ID: EBROOl     UPB ID: EBRO01
 










        Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                 PROJECT EBRO01:     East Baton Rouge Pah Feats. - NED
               OF CON7EWM                             East Baton Rouge Parish Feasibility Study                              CONTENTS-PAGE     3







                                   DETAILED ESTIMATE                                                    DETAIL PACE


                                                         02. Fence (chain link)  ...............................  50
                                                     06. Aesthetic Planting
                                                         01. Aesthetic..Tree Plantijmq  .......................... 51
                                                         02. Aesthetic Shrub Planting   ......................... 52
                                        14. Recreation Facilities

                                            00.
                                                 22. Parking Lots and Service Roads:
                                                     02. Site Work
                                                         02. Bridge - 101 a 50,   ............................... 53
                                                         03. Bridge - 101 z 1501   .............................. 54
                                                         04. Signs 6 Markers  ..................................  55
                                                         05. Trees ............................................   56
                                                         06. Fence (61 Wooden)  ................................  57
                                        29. Project Cooperation Aqreements
                                            00. Project Cooperation Agreements
                                                 00. Project Cooperation Agreements
                                                     00. Project Cooperation Agreements   ....................... 58
                                        30. Engineering and Design
                                            00. Engineering and Design
                                                 00. Engineering and Design
                                                     00. Engineering and Design   ............................... 59
                                        31. Construction Management
                                            00. construction Management
                                                 00. Construction Management
                                                     00. Construction Management   .............................. 60
                                    C. Beaver Bayou
                                        01. Lands and Damages
                                            00. Lands and Damages
                                                 00. Lands and Damages
                                                     00. Lands and Damages  ....................................  61
                                        02. Relocations

                                            00. Relocations

                                                 00. Relocations
                                                     00. Relocations ..........................................   62

                                        06. Fish a Wildlife Facilities
                                            03. wildlife Facilities      Sanctuary
                                                 71. Fences
                                                     02. Sitework
                                                         02. Fencing     barbed wire  ............................ 63
                                                 73. Habitat and Feeding Facilities
                                                     02. Sitowork
                                                         01. Planting Trees  ...................................  64
                                        09. Channels and Canals
                                            01. Channels
                                                 01. Mob & Demob
                                                     01. Mob & Demob
                                                         01. Mob & Demob ......................................   65
                                                 15. Mechanical Dredging
                                                     02. Sitework
                                                         01. Clearing for Channel Dredging    .................... 67
                                                         02. Excavation  .......................................  68




         LABOR ID: EBRO01     EQUIP ID: ESR001                     Currency in DOLLARS                     CREW ID: EBRO01     UPB ID: EBR001











          Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                  PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
          TABLE OF CONTENTS                             East Baton Rouge Parish Feasibility Study                             CONTENTS PACE







                                    DETAILED ESTIMATE                                                      DETAIL PACE



                                                 30. Bank Stabilization
                                                      02. Site Work
                                                          01. Geotextile Mat Turf reinforcement ................. 70
                                                          02. R-90 stone  .. ....................................  71
                                                          03. Hydromulch  .......................................  72
                                                          04. Excavation for stone   ............................. 73
                                                          05. fuseplug  Dams  .................................... 75
                                                      03. Concrete .............................................   76
                                                 99. Associated general Items
                                                      06. Aesthetic Plantings
                                                          01. Aesthetic Tree Planting   .......................... 76
                                         29. Project Cooperation Agreements
                                             CO. Project Cooperation Agreements
                                                 00. Project Cooperation Agreements
                                                      00. Project Cooperation Agreements   ....................... 77
                                         30. Engineering and Design
                                             00. Engineering and Design
                                                 00. Engineering and Design
                                                      00- Engineering and Design   ............................... 79
                                         31. Construction Management
                                             00. Construction Management
                                                 00. Construction Management
                                                      00. Construction Management   .............................. 79
                                      D. Blackwater Bayou
                                         01. Lands & Damages
                                             00. Lands & Damages
                                                 00. Lands & Damages
                                                      00. Lands & Damages ......................................   90
                                         OZ. Relocations

                                             00. Relocations

                                                 00. Relocations

                                                      00. Relocations ..........................................   81

                                         06. Fish & Wildlife Facilities
                                             03. Wildlife Facilities      Sanctuary
                                                 71. Fences

                                                      02. Sitework
                                                          01. Fencing     barbed wire  ............................ 82
                                                 73. Habitat and Feeding Facilities
                                                      02. sitework
                                                          01. Planting Trees   ................................... 03
                                         09. Channels and Canals
                                             01. Channels

                                                 01. Mob  & Demob
                                                      01. Mob & Demob,

                                                          01. mob & Demob ......................................   84
                                                 15. Mechanical Dredging
                                                      02. Site Work
                                                          02. Clearing for Channel Dredging    .................... 96
                                                          02. Excavation  .......................................  87
                                                 30. Bank Stabilization

                                                      02. Site Work




          LABOR ID: EBRO01     EQUIP ID: EBRO01                     Currency in DOLLARS                     CREW ID: EBRO01    UPS ID: EBRO01
 










        Tue 27 Sep 1994                                   U.S. Army Corps of Engineers                                       TIME 10:16:01
                                               PROJECT EBR001:    East Baton Rouge Psh Foss.   WED
     OBLE OF CONTENTS                               East Baton Rouge Parish Feasibility Study                           CONTENTS PAGE    5




                                  DETAILED ESTIK                                                   DETAIL PACE


                                                       01. Giotextile Hat Turf Rainforcomnt ................. 99
                                                       02. R-90 Stone ...................... ................. 90
                                                       03. Hydromulck ....................................... 91
                                                       04. Excavation for stone  ............................. 92
                                                       05. ruseplug Dams  .................................... 94
                                               99. Associated General items
                                                   06. Aesthetic Plantings
                                                       01. Aesthetic Tree Planting  .......................... 95
                                      29. Project Cooperation Agreements
                                          00. Project Cooperation Agra eme nts
                                               00. Project      ration Agreements
                                                   00. Project Cooperation Agreements  ....................... 96
                                      30. Engineering and Design
                                          00. Engineering and Design
                                               00. Engineering and Design
                                                   00. Engineering and Design  ............................... 97
                                      31. Construction Management
                                          00. Construction Management
                                               00. Construction Management
                                   E. Ward Creek   00. Construction Management  .............................. 98
                                      01. Lands and Damages
                                          00. Lands and Damages
                                               00. Lands and Damages
                                                   00. Lands and Damages  .................................... 99
                                      06. Fish 6 Wildlife Facilities
                                          03. Wildlife Facilities     Sanctuary
                                               71. Fences
                                                   02. Sitework
                                                       01. Fencing    barbed wire  ........................... 100
                                               73. Habitat and Feeding Facilities
                                                   02. Sit*work
                                                       01. Planting ?roes  .................................. 101
                                      09. Channels and Canals

                                          01. Channels
                                               01. Mob & Dmob
                                                   01. Mob & Damob
                                                       01. Mob 6 Demob ..................................... 102
                                               15. mechanical Dredging
                                                   02. Sitework
                                                       01. Clearing for Channel Drafting  ................... 104
                                                       02. Excavation ...................................... 105
                                                       03. Clearing and snagging  ........................... 207
                                               30. Bank Stabilization
                                                   02. Sitework
                                                       01. sand (8" thick)  ................................. 108
                                                       02. Filter Drain Fabric  ............................. liO
                                                       03. Fuseplug Dams  ................................... 11i
                                                   03. Concrete
                                                       02. Cutoff wall ..................................... 112
                                                       02. Channel W411 Pavement (4")  ...................... 113



         LABOR ID: EBRO01    EQUIP ID: EBRO01                   Currency in DOLLARS                    CREW ID: EBROOI   UPB ID: EBRO01









          Tue 27 Sep 1994                                   U.S. Army Corps of Engineers                                     TIM 10:16:01
                                                PROJECT EBR001:    East Baton Rouge Psh Fees. - NED
          TABLE OF CONTENTS                           Cast Baton Rouge Parish Feasibility Study                         CONTENTS PAGE







                                   DETAILED ESTIMATE                                                DETAIL FACE


                                                        03. Channel Wall Pavement (6") ......................  114
                                                        04. Channel Wall Pavement (80) ......................  115
                                                        05. drain ditch  ..................................... 116
                                                99. Associated General items
                                                    02. Sitework (Construction Access)
                                                        01. excavation  ...................................... 117

                                                        02. Filter Fabric ...................................  119
                                                        03. Crushed stone ...................................  120
                                                        04. Obstruction Removal .............................  122
                                                    05. metals

                                                        01. Fence (chain link) ..............................  124
                                                    06. Aesthetic Plantings
                                                        01. Aesthetic Tree Planting  ......................... 125
                                                        02. Aesthetic Shrub Planting  ........................ 126
                                       29. Project Cooperation Agreements
                                           00. Project cooperation Agreements
                                                00. Project Cooperation Agreements
                                                    00. Project Cooperation Agreements ......................  127
                                       30. Engineering and Design
                                           00. Engineering and Design
                                                00. Engineering and Design
                                                    00. Engineering and Design ..............................  128
                                       31. Construction Management
                                           00. Construction Management
                                                00. Construction Management
                                                    00. Construction Management .............................  129




                                   BACKUP REPORTS                                                   BACKUP PACE



                                   LABOR BACKUP .............................................................. I
                                   LABOR BACKUP - LEVEL 6  ....................................................2

                                   EQUIPMENT BACKUP .........................................................  10
                                   EQUIPMENT BACKUP - LEVEL 6  ............................................... 21




                                                                 END TABLE or CONTENTS












        Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                 PROJECT EBRO01:    Fast Baton Rouge Psh Fees. - NED
                                                      East Baton Rouge Parish Feasibility Study                              SUMMARY PACE    I
                                                           PROJECT OWNER SUMMARY     LEVEL 2




                                                      QUANTITY UOK      CONTRACT       CONTINGN     Contingn      OTHER TOTAL COST UNIT COST




         A Bayou Fountain
         A1   Lands and Damages                                     1,019,000        256,000           0            0  1,275,000
         A  02  Relocations                                               3,000           1,000            0            0      4,000
         A  06  Fish & Wildlife Facilities                               11,110           2,890            a            0     14,000
         A 09   Channels and Canals                                   1,905,665        353,335             0            0  2.159,000
         A 29   Project Cooperation Agroaments                            4,100             900            0            0      5,000
         A 30   Engineering and Design                                  951,000         87,000             0            0    938,000
         A  31  Construction Management                                 304,000         61,000             0            0    365,000


                Bayou Fountain                                        3,997,875        762,125             0            0  4,760,000




         B Jones Creek


         B  01  Lands and Damages                                       393,020         99,980             0            0    493,000
         B  06  Fish & Wildlife Facilities                               51,704         13,296             0            0     65,000
         B  09  Channels and Canals                                  35,453,100      9,268,900             0            0 44,722,000
         B  14  Recreation Facilities                                   906,797        227,203             0            0  1.136,000
         B   29  Project Cooperation Agreements                            1,700             300            0            0      2,000
         B   30  Engineering and Design                                2,504,000        488,000             0            0  2,992,000
         B  31  Construction Management                               2,649,000        S31,000             0            0  3,180,000


                Jones Creek                                          41,961,321      10,628,679            0            0 52,590,000




         C Deaver Bayou


         C  01  Lands and Damages                                      1,512,590        378,410             a            a  1,091,000
         C  02  Relocations                                           1,682,240        422,760             a            0  2,105,000
         C  06  Fish & Wildlife Facilities                               57,259         14,741             a            0     72,000
         C  09  Channels and Canals     .                            11,963,320      2,365,680             0            0 14,329,000
         C  29  Project Cooperation Agreements                            41100             900            0            0      5,000
         C  30  Engineering and Design.                               1,250,000        238,000             0            0  1,488,000
         C  31  Construction Management                                 583,000        117,000             0            0    700,000


                Deaver Bayou                                         17,052,509      3,537,492             0            0 20,S90,000



         D Blackwater Bayou


         D 01   Lands & Damages                                       2,476,000        370,000             0            0  1,946,000
         D 02   Relocations                                           1,675,680        419,320             0            0  2,095.000
         D 06   Fish A Wildlife   Facilities                             49,856         12,144             0            0     62,000
         D 09  Channels and Canals                                  12,612,975      2,552,025             0            0 15,365,000
         D 29   Project Cooperation Agreements                          4,100             900            0            0      5,000
            30  Engineering and Design                                1,226,000        241,000             0            0  1,467,000
         D 31    Construction management                                 708,000        142,000             0            0    850,000

                Blackwater Bayou                                     17,952,611      3,737,389             0            0 21,690,000





        LABOR ID: EBRO01     EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID: FBRO01   UPB ID: EBRO01
 










          TUe 27 Sep 1994                                    U.S. Amy Corps of Engineers                                          TIME 10:16:01
                                                  PROJECT EBR001:   East Baton Rouge Psh ream. - NEI)
                                                        East Baton Rouge Parish Feasibility Study                              SUMMARY PAGE
                                                             PROJECT OWNER SUMMARY - LEVEL 2                                                


                                                        QUANTITY DOM      CONTRACT      CONTINGH     Contingn       OTHER TOTAL COST UNIT COST




            E Ward Crook


            E 01  Leads and Damages                                        122,540         32,460           0           0      155,000
            E 06  Fish & Wildlife Facilities                                14,817          4,183           0           0        19,000
            E 09  Channels and Canals                                    5,759,975      1,421,125           0           0    7,161,000
            E 29  Project Cooperation Agreements                              2,400            600           0           0         3,000
            E 30 Engineering and Design                                1,303,000        248,000           0           0    1,551,000
            E 31  Construction Management                                  467,000         94,000           0           0      561,000


                  Ward Crook                                             7,669,632     1,800,368            0           0    9,470,000


                  Last Baton Rouge Psh Feas.    NED         1.00 EA     08,633,948    20,466,052            0           0 109,100,000 109100000













































                                                                                                                                           







            LABOR M: EBR001     EQUIP ID: EBRO01                   Currency in DOLLARS                      CREW Mqt EBRO01     UPS IDS EBRO01
 











        Tue 27 Sep 1994                                      U.S. Amy Corps of Engineers                                            TIME 10: 16: 01
                                                 PROJECT EBRO01:     East Baton Rouge Psh Foss. - NED
                                                       East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE     3
                                                         ** PROJECT OWNER SUMMARY     LEVEL 6 **




                                                       QUANTITY UOM      CONTRACT        CONTINGN     contingn       OTHER TOTAL COST UNIT COST




         A Bayou Fountain


         A 01 Lands and Damages


         A 0100 Lands and Damages


         k 010000 Lands and Damages



         A 01000000 Lands and Damages



                          Lands and Damages                             1,019,000        256,000              0            0  1,275,000


                          Lands and Damages                             1,019,000        256,000              0            0  1,275,000


                          Lands and Damages                             1.019,000        256,000              0            0  1,275,000


                          Lands and Damages                            1019,000        256,000              0            0  1,275,000


           02 Relocations


         * 0200 Relocations



         * 020000 Relocations




         * 02000000 Relocations




                          Relocations                                       3,000           1,000                          a      4,000


                          Relocations                                       3,000           1,000             0            0      4,000


                          Relocations                                       3,000           1,000             0            a      4,000


                          Relocations                                       3,000           1,000             0            0      4,000


         * 06 Fish      Wildlife Facilities


         * 0603 Wildlife Facilities & Sanctuary


         A 060371 Fences




            06037102 SitEqwork


         A 06037102 01 Fencing - barbed wire            1378.00 LF          7,510           1,954             0            0      9,464       6.87


                          Sitework                                          7,510           1,954             0            0      9,464




        LABOR ID; EBROO1     EQUIP ID: EBROO1                     Currency in DOLLARS                        CREW ID: EBRO01    UPS ID: EBRO01
 










           Tue, 27 Sep 1994                                     U.S. Amy corps of Engineers                                            TIME 10:16:01
                                                    PROJECT  EBRO01:  East Baton Rouge Poh Feas. - NED
                                                          East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE
                                                               PROJECT OMER SUMMARY       LEVEL 6




                                                          QUANTITY UOM      CONTRACT       CONTINGN     Contingn        OTHER TOTAL COST UNIT COST





                            Fences                                            7,510            1,954           0            0        9,464


            * 060373 Habitat and    feeding Facilities



            * 06037302 sitework

            * 06037302 01 Planting Trees                     24.00 AC         3,600              936           0            0        4,536     199.00


                            sitework                                           3,600              936           0            0        4,536


                            Habitat and Feeding Facil                         3,600              936           0            0        4,536


                            Wildlife Facilities & San                         11,110           2,890           0            0        14,000


                            Fish a Wildlife Facilitim,                        11,110           2,690           0            0        14,000


            * 09 Channels and Canals
            * 0901 Channels                                                                                                                       

            * 090101 Mob & Demob




            * 09010101 Mob & Demob


            * 09010101 01 Mob & Demob                                       100,000          19,570            0            0      119,570


                            Mob & Demob                                     100,000          19,510            0            0      119,510


                            Mob & Damob,                                    100,000          19,570            0            0      119,570


            * 090115 Mechanical Dredging




            A 09011502 Sitework


            * 09011502 01   Clearing and Snagging             8.00 MI       152,000          29,747            0            0      181,747    22710.38
            * 09011502 02   Clearing for Channel Dred        47.00 AC       277,300          54,266            0            0      331,569     7054.64
            * 09011502 03   Excavation                   283000.00 CY      1,103,700         215,941           0            0     1,319,641       4.66


                            Sitework                                       1,533,000         299,956           0            0     1,032,956


                            mechanical Dredging                            1,533,000         299,956                        0     1,632,956


            * 090130 Bank stabilization




            * 09013002 Sitework





           LABOR ID: EBR001       EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID EBRO01     UPB ID: EBR001
 












         Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                    PROJECT EBRO01:      Last Raton Rouge Psh Fees. - NED
                                                          East Baton Rouge Parish Feasibility Study                                   SUMMARY PAGE       5
                                                                PROJECT OWNER SUMMARY      LEVEL 6




                                                          QUANTITY UOM       CONTRACT        CONTINGH      Continqn,       OTHER TOTAL COST UNIT COST



          A 09013002 0l Filter Drain Fabric                6460.00   SY        48,450           9,482             0            0       57,932        9.97
          A 09013002 02 send (8* thick)                       160.00   CY         1,200           1 235             0            0        1,435        9.97
          A 09013002 03 riprap 16* - dry placemen           090.00  TOM        20,470           4,006             0            0       24,476       27.50


                           Sitework                                            70,220          13,723             0            0       83,843




          A 09013003 Concrete


          A 09013003   01  1 FT U-frame Base Slab           67.00 CY         12,060           2,360             0            0       14,420      215.22
          A 09013003   02  1 rT U-frams wall                100.00 CY          30,000           5,871             0            0       35,871      359.71
          A 09013003   03  Channel Wall Pavement (4*         55.00 CY           7,150           1,399             0            0        8,549      155.44
          A 09013003   04  Channel Wall Pavement (6*         43.00 CY           6,450           1,262             0            0        7,712      179.35
          A 09013003   05  Channel Wall Pavement (8*           62.00 CY           9,300           1,820             0            0       11,120      179.35


                           Concrete                                            64,960          22,712                          0       77,672


                           Bank Stabilization                                 135,080          26,435             0            0       261,515


            090199 Associated General Items




          * 09019905 Metals


          * 09019905 01 Fence (chain link)                  300.00 LF           2,475              484            0            0        2,959         9.86


                           Metals                                               2,475              484            0            0        2,959



          * 09019906 Aesthetic Plantings


          * 09019906 01 Aesthetic Tres Planting            1050.00 EA          25,750           3,250             0            a       19,000        18.10
          * 09019906 02    Aesthetic Shrub Planting        1760.00 EA          19,360           3,640             0            0       23,000        13.07


                           Aesthetic Plantings                                 35,110           6,890             0            0       42,000


                           Associated General Items                            37,585           7,374             0            0       44,959


                           Channels                                         1,805,665         353,335             0            0     2.159.000


                           Channels and canals                              1,805,665         353,335             0            0     2.159,000


          A 29 Project Cooperation Agreements


          * 2900 Project Cooperation Agreements


            290000 Project Cooperation Agreements




          A 29000000 Project Cooperation Agreements




         LABOR IV: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                        CREW ID: EBROO1     UPS ID: EBRO01
 










           Tue 27 Sep 1994                                    U.S. Amy Corps of Engineers                                         TIME 10:16:01
                                                  PROJECT EBR001:    East Baton Rouge Psh Fuss. - NED
                                                      East BaTon Rouge Parish feasibility Study                               SUMMARY PAGE
                                                             PROJECT OWNER SUMMARY    LEVEL 6




                                                       QUANTITY UOM      CONTRACT       CONTINGN     Contingn       OTHER  TOTAL COST UNIT COST





                           Project Cooperation Agree                       4,100            900            0             0      5,000


                           Project Cooperation Agree                       4,100            900            0             0      51000


                           Project cooperation Agree                       4,100            900            0             0      5,000


                           Project Cooperation Agree                       4,100            900            0             0      5,000


            A 30 Engineering and Design


           A 3000 Engineering and Design


           A 300000 Engineering and Design



           A 3000OOOO Engineering and Design



                           Engineering and Design                       851,000         87,000            0             0    938,000


                           Engineering and Design                        851,000         87,000            0             0    938,000


                           Engineering and Design                        651,000         87,000            0             0    938,O0O


                           Engineering and Design                        651,000         67,000            0             0    938,000


           A 31 Construction Management


           A 3100 Construction Management


           A 310000 Construction Management




           A 31000000 Construction Management



                           Construction Management                       304,000         61,000            0             0    365,000


                           Construction Management                       304,000         61,000            0             0    365,000


                           Construction Management                       304,000         61,000            0             a    365,000


                           Construction Management                       304,000         61,000            0             0    365,000


                           Bayou Fountain                               3,997,875        762,125           0             0   4,760,000


              Jones Creek


             01 Lands and Damages





           LABOR ID: EBRO01    EQUIP ID: EBRO01                    Currency in DOLLARS                     CREW ID. EBRO01    UPB M: EBRO01
 












          tue 27 sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBROO1:    Last Baton Rouge Psh Fees. - NO
                                                        East Baton Rouge Parish Feasibility Study                                  SUMMARY PAGE       7
                                                           ** PROJECT OWNER SUMMARY      LEVEL 6 "




                                                        QUANTITY UOM       CONTRACT        CONTINGN     Continqn        OTHER TOTAL COST UNIT COST




          a 0100 Lands and Damages


          a 010000 Lands and Damages



          a 01000000 Lands and Damages



                          Lands and Damages                                393,020          99,980             0            0      493,000


                          Lands and Damages                                393,020          99,980             0            a      493,OOD


                          Lands and Damages                                393,020          99,980             0           0      493,000


                          Lands and Damages                                393,020          99,980             0            0      493,000


          B 06 Fish & Wildlife Facilities


          a 0603 Wildlife Facilities & Sanctuary


            060371 Fences




          a 06037102 Sitework


          8 06037102 01 Fencing - barbed wire             6432.00 LF         35,054           9,016            0            0       44,070        6.85


                          Sitework                                           35,054           9,016            0            0       44,070


                          Fences                                             35,054           9,016            0            0       44,070


          B 060373 Habitat and Feeding Facilities




          B 06037302 Sitework


          B 06037302 01 Planting Trees                     111.00 AC         16,650           4,200            0            0       20,930      188.56


                          Sitework                                           16,650           4,280            0            0       20,930


                          Habitat and Feeding Facil                          16,650           4,280            0            0       20,930


                          Wildlife Facilities G San                          51,704         13,296             0            0       65,000


                          fish & Wildlife Facilitie                          51,704         13,296             0            0       65,000
                09 Channels and Canals

          B 0901 Channels


          B 090101 Mob & Demob,




         LABOR ID: EBROOl      EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01      UPB ID: EBRO01
 










           Tue 27 Sep 1994                                         U.S. Amy Corps of Engineers                                               TIME 10:16:01
                                                      PROJECT EBR001:       East Baton Rouge Pah Fees. - NED
                                                            East Baton Rouqe Parish Feasibility Study                                   SUMMARY PAGE
                                                                  PROJECT OWNER SUMMARY - LEVEL 6




                                                            QUANTITY UON       CONTRACT       CONTINGN       Contingn        OTHER TOTAL COST UNIT COST







            a 09010101 Mob      Demob


            a 09010101 01 Mob & Demob                                          470,000         117,500              0             0     587,500


                             Mob & Demob                                       470,000         227,500              0             0     587,500


                             Mob & Demob                                        470,000         117,500              0             0     587,500


            8 090115 Mechanical Dredging



            a 09011502 Site Work


            B 09011502 01    Clearing for Channel Dred        272.00 AC        043,200         210,800              0             0   1,054,000      3875.00
            B 09011502 02    Degrading, hauling, shapi 162000.00 CY          1,620,000         810,000              0             0   2,430,000      15.00
            B"9011502 03   Clearing and Snagging             3.00 MI           57,000          14,250             0             0        71,250  23750.00
                             site Work                                       2,520,200        1,035,050             0             0   3,555,250        
                             Mechanical Dredging                             2,520,200        1,035,050             0             0   3,555,250


            B 090130 Bank Stabilization




            B 09013002 Site Work


            B 09013002 01 sand (8" thick)                   84000.00 cY        974,400         243,600              a             0   1,218,000        14.50
            B 09013002 02 Filter Drain Fabric              418700.00 sy      3,140,250         765,062              0             0   3,925,312        9.37
            B 09013002 03 Fuseplug Dams                                         108,000           27,000             0             0     135,000


                             Site Work                                       4,222,650        2,055,662             0             0   5,278.312



            B 09013003 Concrete


            B 09013003 01    Cutoff Wall                     6150.00 CY        922,500         230,625              0             0   2,153,125      187.50
            B 09013003 02    Channel Wall Pavement (4" 82300.00 CY           10,699,000       2,670,000             0             0  23,369,000      162.44
            B,09013003 03    Channel Mall Pavement (6" 61300.00 CY           9,195,000        2,300,000             0             0  11,495,000      187.52
            B 09013003 04       Channel Wall Pavement (8" 11000.00 CY            1,650,000         412,500              0             0   2,062,500      167.50
            B 09013003 05    drain ditch                    33100.00 CY      4,303,000        1,080,000             0             0   5,383,000      162.63


                             Concrete                                        26,769,500       6,693,125             0             0  33,462,625


                             Bank Stabilization                              30,992,150       7,748,787             0             0  38,740,937
            B 090199 Associated General Items                                                                                                          


            B 09019905 Metals




           LABOR ID: EBRO01      EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBRO01     UPS ID, EBROOl
 











        tue 27 sep 1994                                       U.S. Army Corps of Engineers                                            TIM 10:16:01
                                                  PROJECT EBRO01:     East Raton Rouge Psh Fees. - NED
                                                        East Baton Rouge Parish Feasibility Study                                  SUMMARY PAGE      9
                                                              PROJECT OWNER SUMMARY       LEVEL 6




                                                        QUANTITY UOM       CONTRACT       CONTINGN      Contingn       OTHER TOTAL COST UNIT COST





         B 09019905 02 Fence (chain link)                  171000.00 LF       1,410,750        352,563             0            0   1,763,313       10.31


                          metals                                          1,410,150        352,563             0            0   2,763,313



         B 09019906 Aesthetic    Planting


         B 09019906 01    Aesthetic Tres Planting        1800.00 EA         27,000            6,500            0            0       33,500      18.61
         B 09019906 02    Aesthetic Shrub Planting       3000.00 EA         33,000            8.500            0            0       41,500      13.63


                          Aesthetic Planting                                60,000           15,000            0            0       75,000


                          Associated General Items                        1,470,750        367,563             0            0   1,838,313


                          Channels                                       35,453,100      9,268,900             0            0   44,722,000


                          Channels and Canals                            35,453,100      9,268,900             0            0   44,722,000


           14 Recreation Facilities
      
         B 1400


         B 240022 Parking Lot* and Service Roads




         B 24002202 Sit* Work


         B 14002202 02     Bridge - 10x 50                                23,500            5,500            0            0       29,000
         B 14002202  03   Bridge - 10' x 150'                              106,000           26,500            0            0      132,500
         B 14002202  04   Signs 4 Markers                  20.00 CA           3,200             Boo            0            0         4,000    200.00
         B 14002202  05 Trees                          4431.00 EA         66,465           16,600            0            0       83,065      19.75
         B 14002202  06   Fence  (6' Wooden)            55440.00 LF        709,632         177,803             0            0      887,435      16.01


                          Site work                                        908,797         227,203             a            0   1,136,000


                 -        Parking Lots and Service                         908,797         227,203             a            0   1,136,000


                                                                           908,797         227,203             0            0   1.136,000


                          Recreation Facilities                           908,797         227,203             0            0   1,136,000


         B 29 Project Cooperation Agreements


         B 2900 Project Cooperation Agreements


           290000 Project Cooperation Agreements



         B 29000000 Project Cooperation Agreemen





        LABOR ID: EBROOl      EQUIP ID: EBROOl                      Currency in DOLLARS                        CREW ID: EBRO01      1UPB ID: EBROO1
 









          tue 27 SeP 1914:                                 U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                   PROJECT EBROOl    East-Baton Rouge Psh Feas. - NED
                                                        East Baton Rouge Parish Feasibility Study                              SUMMARY PAGE
                                                          ** PROJECT OMER SUMMARY      LEVEL 6 **                                            


                                                        QUANTITY UCM      CONTRACT       CONTINGN    Continqn       OTHER TOTAL COST UNIT COST





                           Project Cooperation Agree                        1,700            300             0            a      2,000


                           Project Cooperation Agree                        1,700            300             0            0      2,000


                           Project Cooperation Agree                        1,700            300             0            0      2,000


                           Project Cooperation Agree                        1,700            300             0            0      2,000


            B 30 Engineering and Design


            B 3000 Engineering and Design


            B 300000 Engineering and Design



            B 30000000 Engineering and Design



                           Engineering and Design                       2,504,000        488,000             0            0  2,992,000


                           Engineering  and Design                      2,504,000        488,000             0            0  2,992,000


                           Engineering and Design                       2,504,000        488,000             0            0  2,992,000


                           Engineering and Design                       2,504,000        488,000             0            0  2,992,000


            a 31 Construction Management


            B 3100 Construction Management


            B 310000 Construction Management




            B 31000000 Construction Management



                           Construction Management                      2,649,000        532,000             0            0  3,160,000


                           Construction Management                       2,649,000        531,000             0            0  3,180,000


                           Construction Management                      2,649,000        531,000             0            0  3,280,000


                           Construction management                      2,649,000        531,000             0            0  3,1000,000.


                           Jones Crook                                  41,961,321     10,628,679            0            0  52,590,000


            C Beaver Bayou.


            C 01 Lands and Damages





           LABOR ID: EBRO01     EQUIP ID: EBRO01                   Currency in DOLLARS                       CREW ID: EBROOl   UPS M: EBRO01
 











         Tue 27 Sep,1994.                                     U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                  PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
                                                        East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE     11
                                                          ** PROJECT OMER SUMMARY        -LEVEL 6 **




                                                        QUANTITY UGH      CONTRACT        CONTINGN     contingn       OTHER TOTAL COST UNIT COST




          C 0100 Lands and Damages


          C 010000 Lands and Damages



          C 010000 Lands and Damages



                          Lands and Damages                              1,512,590        378,410              0           0   1,891,000


                          Lands and Damages                              1,512,590        376,410              0           0   1,891,000


                          Lands and Damages                               1,512,590        378.410              a           a   1,891,000


                          Lands and Damages                              1,512,590        378,410              0           0   1,891,000


          C 02 Relocations


          C 0200 Relocations
      c 020000 Relocations


          C 02000000 Relocations




                          Re-locations                                   1,682,240        422,760              0           0   2,105,000


                          Relocations                                    1,682,240        422,760              0           0   2,105,000


                          Relocations                                    1,682,240        422,760              0           0   2,105,000


                          Relocations                                    2,682,240        422,760              0           0   2,105,000


          C 06 Fish & wildlife Facilities


          C 0603 Wildlife Facilities & Sanctuary


          C 06037102 Fences




          C 06037102 Sitework


          C 06037102 01 fencing - barbed wire            7121.00 LF          38,809          9,999             0           0       48,808       6.05


                          Sitework                                          38,809          9,999             0           0       48,808


                          Fences                                             38,809          9,999             0           0       48,808


          C 060373 Habitat and Feeding Facilities





         LABOR ID: EBR001     EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBROOl   UPB ID: EBRO01
 











          Tue 27 Sap 1994                                       U.S. Amy Corps of Engineers                                           TIME 10:16:01
                                                    PROJECT EBRO01:    Cast Baton Rouge Psh Fees. - NED
                                                         East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE
                                                           * * PROJECT OWNER SUMMARY    LEVEL 6 * *




                                                         QUANTITY UOM      CONTRACT        CONTINGN      Continqn       OTHER TOTAL COST UNIT COST




            C 06037302 Sitework


            C 06037302 01 Planting Trees                   123.00 Ac         19,450           4,742            0             0     23,192      188.55


                            Sitework                                         18,450           4,742            0             0     23,192


                            Habitat and Feeding Facil                        19,450           4,742            0             0     23,192


                            Wildlife Facilities A Ban                        57,259         14,741             0             0     72,000


                            Fish & Wildlife Facilities                        57,259         14,741             0             0     72.000


            C 09 Channels and Canals


            C 0901 Channels


            C 090101 Mob a Demob,




            C 09010101 Mob A Demob


            C 09010101 01 Mob & Demob                                       220,000         43,444             0             0    263,444


                            Mob & Demob                                     220,000         43,444             0             0    263,444


                            Mob & Demob                                     220,000         43,444             0             0    263,444


            C 090115 Mechanical Drafting




            C 09011502 Sitework


            C 09011502 01   Clearing for Channel Dried     220.00 Ac      1,298,000        256,321             0             0  2,554,321     7065.09
            C 09011502 02   excavation                  695000.00 CY      3,892,000        768,567             0             0  4,660,567        6.71


                            Sitework                                      5,289,999      1,024,988             0             0  6,214,867


                            Mechanical Dredging                           5,189,999      1,024,888             0             0  6,224,887


            C 090130 Bank Stabilization




            C 09013002 Site Work


            C 09013002 01   Geotextile Mat Turf Rainf 545100.00 SY        3,270,600        645,927             0             0  3,916,527        7.16
            C 09013002 02   R-90 Stone                  130200.00 TN      2,408,700        475,655             0             0  2,884,355       22.15
            C 09013002 03   Hydromulch                  322400.00 sy         80,600         15,916             0             0     96,516
            C 09013002 04   Excavation  for *tons       115700.00 CY        647,920        127,947             0             0    775,967        6.__
            C 09013002 05   Fuseplug Dams                                    78,000         15,403             0             0     93,403


                            Site Work                                     6,485,821      1,280,848             0             0  7,766,669




           LABOR ID: EBRO01     EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW IV: EBROO1    UPB IV: EBR001
 











        Tue 27 Sep 1994                                       U.S. Amy Corps of Engineers                                           TIME 10:16:01
                                                  PROJECT. EBR001:   East Baton Rouge Psh Feas. - NED
                                                       East Baton Rouge Parish feasibility Study                                SUMMARY FACE     13
                                                             PROJECT OWNER SUMMARY - LEVEL 6




                                                       QUANTITY VON      CONTRACT        CONTINGN     Contingn       OTHER TOTAL COST UNIT COST




          C 09013003 Concrete




                          Bank Stabilization                             6,485,821      1,280,848             0            0   7,766,669


          C 090199 Associated General items




          C 09019906 Aesthetic Plantings


          C 09019906 01   Aesthetic Tree Planting       4500.00 EA          67,500         16,500             0            0      84,000      18.67


                          Aesthetic Plantings                               67,500         16,500             0            0      84,000


                          Amacclated General Items                          67,500         16,500             0            0      84,000


                          Channels                                      11,963,320      2,365,680             0            0  14,329,000


                          Channels and Canals                           11,963,320      2,365,680             0            0  14,329,000


            29 Project Cooperation Agreements


          C 29 project cooperation Agreements


          C 290000 Project Cooperation Agreements



          C 290000     Project Cooperation Agreement



                          Project Cooperation Agree                         4,100             900             0            0      5,000


                          Project Cooperation Agree                         4,100             900             a            0      5,000


                          Project Cooperation Agree                         4,100             900             0            0      5,000


                          Project Cooperation Agree                         4,100             900             0            0      5,000


          C 30 Engineering and Design


          C 3000 Engineering and Design


          C 300000 Engineering and Design



          C 30000000 Engineering and Design
      


                          Engineering and Design                         1,250,000        236,000             a            0   1,488,000


                          Engineering and Design                         1,250,000        238,000             0            0   1.488,000



        LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                        CREW ID: EBRO01     UPS ID: EBRO01
 











           Tue 27 sep 1994                                      U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:      Lost Baton Rouge Psh Feas. - NED
                                                           Last Baton Rouge Parish Feasibility Study                                   SUMMARY PAGE                                                                  PROJECT OWNER SUMMARY      LEVEL 6




                                                           QUANTITY UOM       CONTRACT        CONTINGN     Continqn         OTHER  TOTAL COST UNIT COST





                             Engineering and Design                         1,250,000         238,000              0             0   1,488,000


                             Engineering and Design                         1,250,000         238,000              0             0   1,488,000


            C 31 Construction Management


            C 3100 Construction Management


            C 310000 construction Management



            C 31000000 CONSTRUCTION Management




                             Construction Management                          583,000         117,000              0             0     700,000


                             Construction Management                            583,000         117,000              0             0     700,000


                             Construction management                          583,000         117,000              0             0     700,000


                             Construction Management                          583,000         127,000              0             0     700,000


                             Beaver Bayou                                   17,052,509       3,537,491             0             0   20,590,000


          D   Blackwater Bayou


         D   01 Lands & damages


            D 0100 Lands & Damages


            D 010000 Lands & Damages



            D 01000000 lands & Damages



                             lands A Damages                                1,476,000         370,000              0             0   1,846,000


                             lands A Damages                                1,476,000         370,000              0             0   1,046,000


                             Lands & Damages                                2,476,000         370,000              0             0   1,846,OOD


                             Lands & Damages                                1,476,000         370,000              0             0   1,846,000


            D 02 Relocations


            D 0200 Relocations


            D 02000O Relocations





            LABOR M: EBRO01      EQUIP ID: EBRO01                      currency in DOLLARS                         CREW ID: EBROO1     UPB ID: EBRO01
 











          Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBR001:     East Baton Rouge Psh Foss. - NED
                                                         East Baton Rouge Parish Feasibility Study                                 SUMMARY PAGE      15
                                                              PROJECT OWNER SUMMARY      LEVEL 6




                                                         QUANTITY UOM      CONTRACT        CONTINGN      Contingn       OTHER TOTAL COST UNIT COST




          D 02000000 Relocations




                          Relocations                                     1,675,680        419,320              0             0  2,095,000


                          Relocations                                     1,675,680        419,320              0             0  2,095,000


                          Relocations                                     1,675,680        419,320              0             0  2,095,000


                          Relocations                                     1,675,680        419,320              0             0  2,095,000


          D 06 Fish a Wildlife Facilities


          D 0603 Wildlife Facilities A Sanctuary


          D 060371 Fences




          D 06037102 SITEWORK


          D  06037102 01 Fencing - barbed wire             6203.00 	LF         33,806           8,544             0             0      42,350        6.83


                          SiteWork                                           33,806           8,S44             0             0      42,350


                          Fences                                             33,806           8,544             0             0      42,350


          D 060373 Habitat and Feeding Facilities




          D 06037302 Sitework


          D 06037302 01 Planting Tress                     107.00 AC         16,050           3,600             0             0      19,650      183.64


                          Sitework                                           16,050           3,600             0             0      19,650


                          Habitat and reading Facil                          16,050           3,600             0             0      19,650


                          Wildlife Facilities & San                          49,856          12,144             0             0      62,000


                          Fish & Wildlife Facilities                          49,856          12,144             0             0      62,000


          D 09 Channels and Canals


          D 0901 Channels


          D  090101 Mob A Demob




          D 09010101 Mob A Demob


          D 09010101 01 Mob A Demob                                          150,000         29,777             a             0     179,777




          LABOR ID: EBRO01     EQUIP ID: EBROO1                      Currency in DOLLARS                        CREW ID: EBR001    UPB ID: EBR001
 









           Tue, 27 Sep 1994                                       U.S. Army Corps of Enqineers                                             TIME 10:16:01
                                                      PROJECT ERROOI:     East Baton Rouge Psh Feas. - NED
                                                           East Baton Rouge Parish Feasibility Study                                   SUMMARY PAGE
                                                                 PROJECT 0WNER SUMMARY     LEVEL 6




                                                           QUANTITY UOM       CONTRACT        CONTINGN     Contingn        OTHER TOTAL COST UNIT COST





                             Mob a Demob                                       150,000         29,777               0            0     179,777

                                  
                             Mob & Damob                                       150,000         29,777               0            0     179,777


             D 090115 Mechanical Drafting



             D 09011502 Site Work


             D 09011502 01 Clearinq for Channel Dred          164.00 AC        967,600        192,146               0            0   1,159,746     7071.62
             D 09011502 02   Excavation                   517600.00 CY      2,639,760         524,201               a            0   3,163,961       6.12


                             Site Work                                      3,607,360         716,347               a            0   4,323,707


                             Mechanical Dredqinq                            3,607,360         716,347               0            0   4,323,707


             D 090130 Bank Stabilization




             D 09013002 Site Work


             D 09013002  01  Geotextile Mat Turf RaInf 887000.00 SY        5,322,000       1,060,000               0            0   6,382,000       7.20
             D 09013002  02  R-90 stone                   137800.00 TN      2,687,100         533,577               0            0   3,220.677       23.37
             D 09013002  03  Nydromulch                   551500.00 Sy         137,875         27,379               0            0     165,254       0.30
             D 09013002  04  Excavation  for stone        141400.00 CY         721,140        143,196               a            0     864,336       6.11
             D 09013002  05  Fuseplug Dams                                     102,000         20,249               a            0     122,249


                             Site Work                                      8,970,115       1,784,401               0            0  10,754,516


                             bank Stabilization                             8,970,115       1,784,401               0            0  10,754,516


             D 090199 associated General Items




             D 09029906 Aesthetic Plantings


             D 09019906 01 Aesthetic Tree Plantinq           5700.00 EA          85,500        21,500               0            0     107,000       18.77


                             Ansthetic Plantings                                 85,500        21,500               0            0     207,000


                             Associated General Items                            85,500        21,500               0            0     107,000


                             Channels                                       12,812,975      2,552,025               0            0  15,365,000


                             Channels and, Canals                           12,812,975      2,552,025               0            0  15,365,000


             D 29 Project Cooperation Agreements


             D 2900 Project Cooperation Agreements





            LABOR ID: EBROOl      EQUIP ID: EBRO01                      Currency In DOLLARS                         CREW ID. EBR001    UPB ID: EBRO01
 











         tue 27 sep 1994                                    U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                  PROJECT EBRO01:   East Baton Rouge Psh Fees. - NED
                                                       East Baton Rouge Parish Feasibility Study                              SUMMARY PAGE      17
                                                         ** PROJECT OWNER SUMMARY     LEVEL 6 **




                                                      QUANTITY DOM       CONTRACT       CONTINGN    Continqn        OTHER TOTAL COST UNIT COST



         D 290000 Project Cooperation Agreements



         D 29000000 Project Cooperation Aqreemen



                         Project Cooperation Agree                         4,100            900             0            0       5,000


                         Project Cooperation Agree                         4,100            900             0            0       5,000


                         Project Cooperation Agree                         4,100            900             0            0       5.000


                         Project Cooperation Agree                         4,100            900             0            0       5,000


         D 30 Engineering and Design


         D 3000 Engineering and Design


         D 300000 Engineering and Design
     

         D 30000000 Engineering and Design



                         Engineering and Design                        1,226,000        241,000             0            0  2,467,000


                         Engineering and Design                        1,226,000        241,000             0            0  2,467,000


                         Engineering and Design                        1,226,000        241,000             0            0  1,467,000


                         Engineering and Design                        1,226,000        241,000             0            0  2,467,000


         D 31 Construction Management


         D 3100 Construction Management


         D 310000 Construction Management



         D 31O00000 Construction Management



                         Construction Management                        708,000         242,000             0            0    950,000


                         Construction Management                        708,000         142,000             0            0    850,000


                         Construction Management                        708,000         142,000             0            a    850,000


                         Construction Mangement                        708,000         142,000             0            0    950,000


                         Blackwater Bayou                             17,952,611      3,737,389             0            0  21,690,000



         LABOR ID: EBRO01    EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ID. EBRO01   UPS ID: EBRO01
 











           Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                     PROJECT ERRO011     East Baton Rouge PSh Fees. - NED
                                                          Last Baton Rouge Parish Feasibility Study                                  SUMMARY PAGE
                                                                PROJECT OMER SUMMARY       LEVEL 6




                                                          QUANTITY UCK       CONTRACT        CONTINGH     Continqgn        OTHER TOTAL COST UNIT COST




            E Ward Crook


            E 01 Lando and Damages


            E 0100 Lands and Damages


            E 010000 Lands and Damages,



            It 01000000 Lands and Damages



                             Lands and Damages                                122,540         32,460             0             0     155,000


                             Lando and Damages                                122,540         32,460             0             0     155,000


                             Lands and, Damages,                              122,540         32,460             a             0     155,000


                             Lands and Damages                                122,540         32,460             0             0     155,000
            E 06 Fish & Wildlife Facilities                                                                                                         

            E 0603 Wildlife Facilities & sanctuary


            E 060371 Fences




            E 06037102 sitework


            E 06037102 01 Fencing - barbed wire             1838.00 LF         10,017           2,828            0            0      12,845        6.99


                             Sitework                                          10,017           2,828            0             0      12,845


                             fences                                            10,017           2,828            0             0      12,845


            E 060373 Habitat and reading Facilities




            E 06037302 Sitework


            E  04037302 01 Planting trees                      32.00 AC           4,800          1,355            0             0        6,255     192.34


                             Sitework                                            4,800          1,355            0             0        6,155


                             habitat and Feeding Facil                           4,800          1,355            0             0        6,155


                             Wildlife Facilities & San                         14,817           4,163            0             0      12,000


                             Fish a Wildlife Facilities                        14,817           4,183            0             0      19,000


            E 09 Channels, and Canals




            LABOR ID: EBR001     EQUIP ID: EBRO01                       Currency in DOLLARS                       CREW ID: EBRO01     UPB ID: EBRO01
 











        Tue 27 Sep 1994                                      U.S. Army Corps of Enqineers                                          TIME 10:16:01
                                                  PROJECT EBR001.    Last Baton Rouge Psh Feas. - NED
                                                       East Baton Rouge Parish Feasibility study                                 SUMMARY PAGE     19
                                                             PROJECT OWNER SUMMARY     LEVEL 6




                                                       QUANTITY UOM       CONTRACT       CONTINGN     Continqn       OTHER TOTAL COST UNIT COST





         E 0901 Channels


         E 090101 Mob & Demob




         E 09010101 Mob & Demob


         E 09010101 01 Mob & Demob,                                       150,000         36,806              0            0     186,806


                          Mob & Demob                                     150,000         36,806              0            0     186,806


                          Mob & Demob                                     150,000         36,806              0            0     186,806


         E 090115 Mechanical Dredginq




         E 09011502 Sitework


           09011502 01    Clearing for Channel Dred        20.00 AC       118,000         28,954              0            0     146,954    7347.70
           09011502 02    Excavation                  143000.00 CY        965,250        236,850              0            0  2,202,100        8.41
         E 09011502 03    Clearing and Snagging            13.00 MI       247,000         60,608              a            0     307,608   23662.15


                          Sitework                                      1.330,250        326,412              0            0  2,656,662


                          Mechanical Dredging                           1,330,250        326,412              0            0  1,656,662


         E 090130 Bank Stabilization




         E 09013002 Sitework


         E 09013002 01 sand (8" thick)                 13200.00 CY        138,600         34,009              0            0     172,609      13.08
         E 09013002 02 Filter Drain Fabric             59300.00 SY        444,750        109,131              0            0     553,881       9.34
         E 09013002  03 Fuseplug Dams                                       40,000          9,815             0            0     49,815


                          Sitework                                        623,350        152,955              0            0     776,305




         E 09013003 Concrete


         E 09013003  01   Cutoff wall                    400.00 CY          60,000        14,723              0            0     74,723     186.81
         E 09013003  02   Channel Mall Pavement (4"     8800.00 CY      1,144,000        284,810              0            0  1,428,810     162.36
         E 09013003  03   Channel Mall Pavement (6"     6600.00 CY        990,000        246,510              0            0  1,236,510     187.35
         E 09013003  04   Channel Mall Pavement (8"     4500.00 CY        675,000        165,629              0            0     840,629    186.81
           09013003  05   drain ditch                  2200.00 CY        286,000         70,178              0            0     356,178    161.90


                          Concrete                                      3,255,000        781,850              0            0  3,936,850


                          Bank Stabilization                            3,778,350        934,805              0            0  4,713,155





        LABOR ID: EBR001      EQUIP ID: EBROO1                     Currency in DOLLARS                        CREW ID: EBROO1     UPB ID: EBRO01
 










           Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                              TIME 10:16:01
                                                      PROJECT EBROOl:     East Baton Rouge Fah Foes. - NED
                                                            Last Baton Rouge Parish Feasibility Study                                  SUMMARY PAGE
                                                                 PROJECT OWNER SUMMARY      LEVEL 6




                                                            QUANTITY UOM      CONTRACT        CONTINGN     contingn        OTHER TOTAL COST UNIT COST




             E 090199 Associated General Items




             Z 09019902 Sitework (Construction Acces


             E 09029902 01   excavation                      6500.00 CY         47,125          11,563              0            0      58,688        9.03
             E 09019902    02 filter fabric                  19400.00 SY         67,900          16,661              0            0      84,561        4.36
             E 09019902   03 Crushed stone                   9000.00 Tom       216,000          53,001              0            0     269,001       29.89
             E 09019902   04 obstruction Removal             5600.00 LF         56,000          23,741              0            0      69,741       12.45


                             Sitework Construction Ac                           387,025         94,966              0            0     481,991




             E 09019905 Metals


             E 09019905 01 Fence (chain link)               11200.00 LF         92,400          22,673              0            0     115,073       10.21


                             metals                                             92,400          22,673              0            0     115,073

             E 09019906 Aesthetic Plantings                                                                                                          

             E 09015906 01   Aesthetic Tree Planting          650.00 EA          9,750           2,438              0            0      12,188       18.75
             E 09019906 02   Aesthetic Shrub Planting         1100.00 EA         12,100           3,025              0            a      15,125       13.75


                             Aesthetic Plantings                                21,850           5,463              0            0      27,313


                             Associated General Items                           501,275         123,102             0            0     624,377


                             Channels                                        5,759,875       2,421,125              0            0   7,181,000


                             Channels and Canals                             5,7S9,875       1,421.125              0            0   7,181,000


             E 29 Project Cooperation Agreements


             E 2900 Project Cooperation Agreements


             E 290000 Project Cooperation Agreements




             E 29000000 Project Cooperation Aggreemen



                             Project Cooperation Agree                           2,400              600             0            0       3,000


                             Project Cooperation Agree                           2,4OO              600             0            q0       3.000


                             Project Cooperation Agree                           2,400              600             0            0       3,000


                             Project Cooperation Agree                           2,400              600             0            0       3,000




             LABOR 10: EBR001     EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW ID: EBRO01    UPB M: EBRO01
 











        Tue 27 Sep 1994                                    U.S. Amy Corps of Engineers                                       TIME 10:16:01
                                                PROJECT EBRO01:   Last Baton Rouge PSh Feiss. - NED
                                                     East Baton Rouge Parish Feasibility Study                            SUMMARY PACE 21
                                                          PROJECT OWNER SUMMARY    LEVEL 6




                                                     QUANTITY UOM     CONTRACT       CONTINGN    Contingn      OTHER TOTAL COST UNIT COST



         Z 30 Engineering and Design


         E 3000 Engineering and Design


         E 300000 Engineering and Design



         E 30000000 Engineering and Design



                         Engineering and Design                     1,303,000        248,000            0           0   2,551,000


                         Engineering and Design                     2,303,000        248,000            0           0   1,551,000


                         Engineering and Design                     1,303,000        248,000            0           0   2,551,000


                         Engineering and Design                     2,303,000        249.000            0           0   1,551,000


         E 31 Construction Management
         E 3100 Construction Management

        E  310000 Construction Management



         E 31000000 Construction Management



                         Construction Management                       467,000        94,000            0           0     561,000


                         Construction Management                       467.000        94,000            0           0     561,000


                         Construction Management                       467,000        94,000            0           0     561,000


                         Construction Managem nt                       467,000        94,000            0           0     561,000


                         Ward Crook                                 7,669,632       1,000,368           0           0   9,470,000


                         East Baton Rouge Psh Foas       1.00 EA    88,633,948     20,466,052           0           0 109,100,000 109100000





















        LABOR ID: EBRO01     EQUIP IV: EBRO01                   Currency in DOLLARS                     CREW ID: EBROOI   UPS 10; EBRO01
 










           Tue 27 Sep 1994                                       U.S. Amy Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBR001:      East Baton Rouge Psh Fems - NED
                                                          East Baton Rouge Parish Feasibility Study                                   SUMMARY PAGE
                                                              PROJECT INDIRECT SUMMARY - LEVEL 2




                                             QUANTITY UOM        DIRECT    DISTRIBU  OVERHEAD HOME OFC         PROFIT       BOND  TOTAL COST UNIT COST




             A Bayou   Fountain


             A 01  Lands and Damages                           1,019,000           0                                 0           0  1,019,000
             A 02  Relocations                                     3,000          0          0                      0           0      3,000
             A 06  Fish & Wildlife Facili                          8,888      2,222          0           0          0           0     11,110
             A 09 Channels and Canals                        1,444,532     361,133          0           0          0           0  1,805,665
             A 29  Project Cooperation Ag                          4,100          0          0           0          0           0      4,100
             A 30  Engineering and Design                       851,000           0          0           0          0           0    851,000
             a 31  Construction Managemen                       304,000           0          0           0          0           0    304,000


                   Bayou Fountain                             3,634,520     363,355          0           0          0           0  3,997,875




             a Jones creek


             B 01  Lands and Damages                            393,020           0          0           0          0           0    393,020
             B 06  Fish & Wildlife Facili                        41,363       10,341         0           0          0           0     51,704
             B 09  Channels and Canals                       28,362,480    7,090,620           0           0          0           0 35,453,100
             B 14  Recreation Facilities                       727,037     181,759          0           0          0           0    908,797
             B 29  Project cooperation Aq                          1,700          0          0           0          0           0      1,700
             B 30  Engineering and Design                     2,504,000           0          0           0          0           0  2,5O4,000
             a 31  Construction Managemen                     2,649,000           0          0           0          0           0  2,649,000


                   Jones Creek                               34,678,601  7,282.720           0           a          0           0 41,961,321



             C Deaver Bayou


             C 01  Lands and Damages                         1,512,590           0          0           0          0           0  1,512,590             
             C 02  Relocations                                1,682,240           0          0           0          0           0  1,682,240
             C 06  Fish & Wildlife Facili                        45,808       11,452         0           0          0           0     57,259
             C 09  Channels and Canals                        9,570,656  2,392,664           0           0          0           0 11,963,320
             C 29  Project Cooperation Ag                          4,100          0          0           0          0           0      4,100
             C 30  Engineering and Design                     1,250,000           0          0           0          0           0  1,250,000
             c 31  Construction Managmen                        583,000           0          0           0          0           0    583,000


                   Beaver Bayou                              14,648,393  2,404,116           0           0          0           0 17,052,509



             D Blackwater Bayou


             D 01  Lands & Damages                           1,476,000           0          0           0          0           0  1,476.000
             D 02  Relocations                                1,675,680           0         0           0          0           0  1,675,680
             D 06  Fish & Wildlife    Facill                     39,885        9,971         0           0          0           0    49,856
             D 09  Channels and Canals                       10,250,380   2,562,595           0           0          0           0 12,812,975
             D 29  Project Cooperation Ag                          4,100          0          0           0          0           0      4,100
             D 30  Engineering and Design                     2,226,000           0          0           0          0           0  1,226,000
             D 31  Construction Managemen                       708,000           0          0           0          0           0    708,000


                   Blackwater Bayou                          15,380,045  2,572,566           0           0          0           0 17,952,611





             LABOR ID. EBRO01    EQUIP IV: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UPS ID: EBR001
 











        Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                  PROJECT EBR001:    East Baton Rouge Psh Fess. - NED
                                                       East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE     23
                                                          PRojEcT INDIRECT summARY - LEVEL 2 **




                                          QUANTITY UOM        DIRECT DISTRIBU OVERHEAD HOME OFC            PROFIT      BOND TOTAL COST UNIT COST




         E Ward Crook


         E 01   Lands and Damages                             122,540   0     0          0          0          0         0      122,540
         E 06   Fish & Wildlife FacilL                         11,854      2,963         0          0          0         0        14,817
         E 09   Channels and Canals                       4,607,900   1,151,975          0          0          0         0     5,759,875
         E 29   Project Cooperation Aq                          2,400         0          0          0          0         0         2,400
         E 30   Engineering and Design                    1.303,000           0          0          0          0         0     1,303,000
         E 31   Construction Managemen                     467,000          0          0          0          0         0      467,000


                Ward Crook                                6,514,694   1,154,938          0          0          0         0     7,669,632

                Last Baton  Rouge Psh F       1.00 EA     74,956,253   13777696          0          0          0         0    88,633,948  88633948
                Contingency                                                                                                   20,466,052


                TOTAL INCL OWNER COSTS                                                                                       109,100,000

























































        LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID: EBROOI     UPS ID: EBRO01
 










           Tue 27 Sep 1994                                   U.S. Army Corps of Engineers                                         TIME 20:16:01
                                                   PROJECT EBR001:    East baton Rouge Psh Feas. - NED
                                                        East Baton Rouge Parish Feasibility Study                              SUMMARY PAGE 
                                                           PROJECT INDIRECT SUMMARY - LEVEL 6




                                           QUANTITY UOM       DIRECT DISTRIBU OVERHEAD HOME OFC           PROFIT     BOND TOTAL COST UNIT COST




            A Bayou Fountain


            A 01 Lands and Damages


            A 0100 Lands and Damages


            A 010000 Lands and Damages



            A 01000000 Lands and Damage



                           Lands and Dan                   1,019,000           0         0         0          0          0   1,019,000


                           Lands and Dam                   1,019,000           0         0         0          0          0   1,019,000


                           Lands and Dam                   1,019,000           0         0         0          0          0   1,019,000


                           Lands and Dam                    1,019,000           0         0         0          0          0   1,019,000
            A 02 Relocations                                                                                                                

            A 0200 Relocations


            A 020000 Relocations




            A 02000000 Relocations




                           Relocations                         3,000           0         0         0          0          0       3,000


                           Relocations                         3,000           0         0         0          0          0       3,000


                           Relocations                         3,000           0         0         0          0          0       3,000


                           Relocations                         3,000           0         0         0          0          0       3,000


            A 06 Fish    wildlife Facili


            A 0603 wildlife Facilities


            A 060371 Fences




            k 06037102 Sitework


            A 06037102 01 Fencinq - bar     1378.00 LF         6,008       1,502         0         0          0          0       7,510


                           Sitework                            6,008       1,502         0         0          0          0       7,510





           LABOR ID: EBR001     EQUIP ID: EBR001                   Currency in DOLLARS                      CREW ID: EBRO01    UPS ID: EBR001
 











          Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                  PROJECT EBROO1:     East Baton Rouge Pah Feas. - NED
                                                       East Baton Rouge Parish Feasibility Study                                 SUMMARY PAGE    25
                                                           PROJECT INDIRECT SUMMARY - LEVEL 6 **




                                          QUANTITY UOM        DIRECT DISTRIBU OVERHEAD HOME OFC            PROFIT      BOND TOTAL COST UNIT COST





                          Fences                               6,008       1,502           0          0          0          0      7,510


          A 060373 Habitat and Feedin




          A 06037302 Sitework


          A 06037302 01 Planting Tree         24.00 Ac         2,880         720           0          0          0                 3,600      150.00


                          Sitework                             2,880         720           0          0          0          0      3,600


                          Habitat and r                        2,880         720           0          0          0          0      3,600


                          Wildlife Faci                        8,888       2,222           0          0          0          a      11,110


                          Fish a Wildli                        8,888       2,222           0          0          0          0      11,110


          A 09 Channels and Canals


            0901 Channels


          A 090101 Mob & Demob




          A 09010101 Mob & Demob


          A 09010101 01 Mob & Demob                             80,000     20,000            0          0          0          0    100,000


                          Mob & Demob                         80,000     20,000            0          0                     0    100,000


                         Mob & Demob                          80,000     20,000            0          0          0          a    100,000


          A 090115 Mechanical Dredgin




          A 09011502 Sitework


          A 09011502 01   Clearing and         8.00 MI        121,600    30,400            0          0          0          0    152,000    19000.00
          A 09011502 02   Clearing for        47.00 AC        221,840    55,460            0          0          0          0    277,300     5900.00
          A 09011502 03   Excavation     283000.00 CY         882,960    220,740           0          0          0          0   2,103,700       3.90


                          Sitework                          1,226,400    306,600           0          0          0          0   2,533,000


                          Mechanical Dr                     1,226,400    306,600           0          0          0          0   1,533,000


            090130 Bank stabilization




          A 09013002 Sitework





          LABOR ID: EBR001    EQUIP ID: EBROOI                      Currency in DOLLARS                      CREW ID: EBRO01     UPB ID. EBRO01
 









              Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                 TIM 10:16.02
                                                         PROJECT EBROOls       East Baton Rouge Psh Feas. - NED
                                                               East Baton Rouge Parish Feasibility Study                                         SUMKARY PAGE
                                                                   PROJECT INDIRECT SUMMARY - LEVEL 6




                                                 QUANTITY UOM          DIRECT DISTRIBU OVERHEAD HOW OFC                 PROFIT        BOND  TOTAL COST UNIT COST




              * 09013002 01 Filter Drain          6460.00 sy           38,760       9,690            0           0           0            0      46,450         7.50
              * 09013002 02 sand (81 thic           260.00 cy              960         240           0           0           0            0        1.200        7.50
              * 09013002 03 riprap, 16ft -          890.00 TOM         26,376       4,094                        0           0            0      20, 410       23.00


                               Sitework                                56,096       14,024           0           0           0            0      70,120




              * 09013003 Concrete


              * 09013003   01  1 FT U-frame          67.00 Cy           91648       2,412            0           0           0            0      12,060       280.00
              * 09013003   02  2 FT U-fraw          100.00 CY          24,000       41000            0           0           0            0      30,000       300.00
              * 09013003   03  Channel Wall          55.00 CY           5.720       1,430            0           0           0            0        7,150      130.00
              * 09013003   04  Channel Wall          43.00 CY           5,260       1,290            0           0           0            0        6,450      150.00
              * 09013003   05  Channel Kell          62.00 cy           7,440       11960            0           0           0            0        9,300      150.00


                               Concrete                                51,966       12,992           0           0           0            0      64,960


                               Bank StAbilim                           108,064      27,016           0           0           0            0      135,080


              * 090199 associated General




              * 09019905 vistals


              * 09019905 02 Fence (chain            300.00 IF           1,980          495           0           0           0            0        2,475        8.25


                               pbtals                                   21980           495          0           0           0            0        2,475




              .A 09019906 Aesthetic Planti


              A 09019906 02    Aesthetic Tre      1050.00 EA           12,600       3,150            0           0           0            0      15,750        15.00
              A 09019906 02    Aesthetic Shr       1760.00 EA          15,488       3,872            0           0           0            0      19,360        21.00


                               Aesthetic Pla                           28,088       7,022            0           0           0            0      35,110


                               Associated Go                           30,068       7,511            0           0           0            0      37,585


                               Chwmels                              1,444,532      361,133           0           0           0            0    1,805.665


                               Channels and                         1,444,532      361,133           0           0           0            0    1,605,665


              A 2% Project Cooperation Aq


              A 2900 Project cooperation


              A 290000 Project Cooperatio
                                                                                                                                                                0


              A 29000000 Project Cooperat




              LABOR ID: EBROOl      EQUIP ID: EBRO01                         Currency in DOLLARS                          CREW M: EBRO01        UPS ID: EBRO01











        Tue, 27 Sup- 1994                                    U.S. Amy Corps of Engineers                                          TIME 10:16:01
                                                 PROJECT EBRO01:    East Raton Rouge Psh Foas. - NED
                                                      East Baton Rouge Parish Fisasibility Study                               SUMMARY PAGE   27
                                                          PROJECT INDIRECT SUMMARY - LEVEL 6




                                          QUANTITY UOK       DIRECT DISTRIBU OVERHEAD HOME OFC           PROFIT       BOND TOTAL COST UNIT COST






                         Project Coopm,                       4,100          0          0          0         a           0      4.100


                         Project Coops                        4,100          0          0          0         0           0      4,100


                         Project Coope                        4,100          0          0          0         0           0      4,100


                         Project Coope                        4,100          0          0          0         0           0      4,100


         * 30 Engineering and Design


         * 3000 Engineering and Desi.


         * 300000 Engineering and Do



         * 3000=0 Engineering.and



                         Engineering a                      851,000          0          0          0         0           0     651,000


                         Engineering a                      851,000          0          0          0         0           0     851,000


                         Engineering a                      851,000          0          0          0         0           0     651,000


                         Engineering a                      851,000          0          0          0         0           0     851,000


         * 33L Comatzmmion Nanagemon


         k 3100 Construction Managem


         * 310000 Construction Nanaq




         * 31000000 Construction Man




                         Construction                       304,000          0          0          0         0           0     304,000


                         construction                       304,000          0          0          0                     0     304,000


                         Construction                       304,000          0          0          0         0           0     304,000


                         Construction                       304,000          0          0          0         0           0     304,000


                         Bayou rountai                     3,634,520   363,355          0          0         0           0   3,997,875


             Jones Crook


         9 01 Lands and Dmmqes





        LABOR ID: EBRO01      EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID. EBROOl     UPS ID: ZOR001










            Tue 27 Sep 1994                                      U.S. Amy Corps of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRO01:    East Baton Rouge Psh F*as. - NED
                                                          East Baton Rouge Parish Feasibility Study                                 SUMMARY PAGE 0
                                                             PROJECT INDIRECT SUMMARY - LEVEL 6




                                             QUANTITY UOM        DIRECT DISTRIZU OVERHEAD HOME OFC            PROFIT      BOND TOTAL COST UNIT COST




            3 0100 Land& and Damages


            3 010000 Lands and Damages



            9 CIOOOOOO Land* and Damage




                            Lands and Dam                       393,020          a           0         0           0           a    393.020


                            Lands and Dan                       393,020          0           a         0           0           0    393,020


                            Lands and Dam                       393,020          0           0         0           a           0    393,020


                            Lands and Dam                       393,020          0           0         0           0           a    393,020


            a O'S Fish A Wildlife Facili


            W-0603   Wildlife Facilities


            a 060371 Fences




            0 06037102 Sitswork


            9 06037102 01 Fencing - bar       6432.00 LF         28,043      7,011           0         0           0           0     35,054        5.45


                            Sitevork                             28,043      7,011           0         0           0           0     35,054


                            Fences                               28,043      7,011           0         0           a           0     35,054


            6 060373 Rabitat and Feedin




            8 06037302 Sitevork


            9 06037302 01 Planting Tree        112.00 AC         13,320      3,330           0         0           0           0     16,650      150.00


                            Sitework                             13,320      3,330           0         0           0           0     16,650


                            Babitat and F                        13,320      3,330           0         a           0           0     16,650


                            Wildlife raci                        41,363      10.341          a         0           0           a     S1,704


                            Irish & Wildli                       41,363      10,341          a         0           0           0     51,704


            9 09 Channels and Canals


            10901 Channel&


            a 090101 mob A Demob



            LABOR ID: EBRO01     EQUIP ID: EBROO1                     Currency In DOLLARS                       CREW ID: EBRO02     UPS ID: EBROO1











         Tua- 2.7 Sep 1.994                                    U.S. Army Corps of Engineers                                           TIME 10: 16: 01
                                                   PROJECT EBRO01:     East Baton Rouge Psh Foss. - NED
                                                        Last Baton Rouge Parish Feasibility Study                                 SUMMARY PACE    29
                                                            PROJECT INDIRECT SUMMARY - LEVEL 6




                                           QUANTITY UCH        DIRECT DISTRisu OVERHEAD momE On             PROFIT      BOND TOTAL COST UNIT COST







           a 09010101 Mob a Demob,


           9 09010101 01 Nab & Demob                          376,000     94,000           0          0           0          0    470,000


                           Mob & Demob                        376.000     94,000           0          0           0          0    470,000


                           Mob A Demob                        376,000     94,000           0          0           0          0    470,000


           2.090115 Mechanical Dredgin




           5 09011502 Sit* Work


           9, 090,M01 01,  Clearl" for       272.00 AC        674,560    168,640           0          0           0          0    843,200     3100.00
           B 0901150-2- 02 Degrading, he 162000.00 cy       1,296,000    324,000           0          0           0          0  1,620,000      10.00
           B 09011502 03   C4maring and         3.00 mi        45,600     11,400           0          0           0          0      57,000   19000.00


                           Site Work                        2,016.160    504,040           0          0           0          0  2,520,200
       0                                                                           -          -          -          -
                           Mechanical Or                    2,016,160    504,040           0          0           0          0  2,520,200


           9 090130 Bank Stabilization




           9 09013002 Site Work


           B 09013002 01 sand (8* thic 64000.00 CY            779,520    194,880           0          0           a          0    974,400      11.60
           9 09013002 02 Filter Drain 419700.00 SY          2,512,200    628,050           0          0           0          0  3,140,250        7.50
         .B 09013002 03 rusoplug Dams                          66,400     21,600           0          0           0          0    108,000


                           Site Work                        3,378,120    644,530           0          0           0          0  4,222,650




           B 09013003 Concrete


           B 09013003 01   cutoff wall      6150.00 CY        736,000    184,500           0          0           0          0    922,500      150.00
           B 09013003 02   Channel Uall    82300.00 CY      8,559,200  2,139,800           0          0           0          0 10,699,000      130.00
           2 09013003 03   Channel Wall    61300.00 CY      7,356,000  1,839,000           0          a           0          0  9,195,000      150.00
           W OS013903 04   Cbmanal Wall    11000.00 CY      1,320,000    330,000           0          0           0          0  1,650,000      150.00
           9 09013003 OS   drain ditch     33100.00 CY      3,442,400    860,600           0          0           0          0  4,303,000      130.00


                           Concrete                        21,415,600  5,353,900           0          0           0          0 26,769,500


                           Bank Stabiliz                    24,793,720 6,198,430           0          0           0          0 30,992,150


           9 090199 Associated General




           B 09019905 metals




         LABOR ID: EBRO01      EQUIP ID: EBROOl                     Currency in DOLLARS                       CREW ID. EBRO01     UPO ID: ERR001










            Tus, 27 Sep 1994                                       U.S. Amy corps of Engineers                                              TDM 10:16-01
                                                       PROJECT EBAOOlz     East Baton Rouge Psh Fees. - WED
                                                            East Baton Rouge Parish Feasibility Study                                   SMIMARY PAM
                                                                PROJECT INDIRECT SUN W Y - L EVE L 6




                                               QUANTITY UOM        DIRECT DISTRIBU OVERHEAD NOW OFC              PROFIT       BOND TOTAL COST UNIT COST





             a 0901"05 01 Pence (chain 171000.00 IF             1,128,600    282,130            0          0          0          0     1,420,750       9.25

                                                              --.7-                    -.-                    -          -
                              metals                            1,128,600    282*150            0          0                     0     1,410,750



             w 0"Ims Aesthatic.planti


             s o9019906 01 Aesthetic Tre        1800.00 FA         21,600        5,400          0          0          0          0       27,000      15.00
             a 09019906 02    Aesthetic Shr     3000.00 EA         26,400        6,600          0          0          0          0       33,000      11.00


                              Aesthetic Pla                        48,000      12,000           0          0          0          0       60,000


                              Associated Go                     1,116,600    294.150            0          0          0          0     1.470,750


                              Channels                          28,362,480  7.090,620           0          0          0          0    35,453,100


                              Channels and                      28,362,480  7oO90,620           0          0          0          0    35,453,100


             a 14, necreation Facilities


             9 1400


             lk 140022 Par" Lots and 3




             a 14002202 Site Work


             w. 14M2M.2. 02,  Bridge;    1011                      18,900        4,700          0          0          0          0       23,500
             9 14002202  03   Bridge     W1                        84,800      21,206           0          0          0          0      106,000
             a 14002202  04   Signs G Marks       2CL.00 EA          2,560         640          0          0          0          0         3,200     160.00
             a 24002202  05   Trees             44i]@00 CA         53,172      13,293           0          0          0          0       66,465      15.00
             a 24002202  "    Pence  (it Woo [email protected] LF          567,706    141,926            0          0          0          0      709,632      12.00

                              Sit* Work                           727,037    191,759            0          0          0          0      908,197


                              Parking Lots                        727,031    281,759            0          0          0          0      909,797


                                                                  727,037    18lo759            0          0          a          0      908,797


                              Recreation Fa                       727,037    181,759            0          0          0          0      908,797


             2 29 project Cooperation Aq


             Z 2900 Project Cooperation

                                                 -,,5rmnt.%
             W 290000 Project Cooperatio



             8 29000000 Project Cooperat




            LABOR M: EBRO01       EQUIP ID: EsRqo-&fn-                  Currency in DOLLARS                        CREW M- EBRO01       UPS ID: EBRO01










         Tus 27 Sep 2994                                    U.S. Army Corps of Entl1neers;                                       Tne 10:16:01
                                                 PROJECT EBROOlt    Cast Baton Rouge Psh Feas. - NED
                                                      Cast Baton Rouge Parish Feasibility Study                              SL44KARY PAZ   31
                                                      ** PROJECT INDIRECT SLWMY - LEVEL 6 **




                                         QUANTITY UOM       DIRECT DISTRIBU    OVEMEEAD ROME OFC        PROFIT      BOND  TOTAL COST UNIT COST





                         Project Coops                        1,700         0          0          0          a         0       1,700


                         Project Coops                        1,700         0          0          0          0         0       1,700


                         Project Coops                        1,700         0          0          0          0         0       1,700


                         Project Coops                        1,700         0          0          a          0         0       1,700


          9 30 Engineering and Design


          2 3000 Engineering and Deal


          B 300000 Engineering and Do



          3 300=0W Engineering and



                         Engineering a                   2,504,000          0          0          0          0         0   2,504,000


                         Engineering a                   2,504,000          0          0          0          0         0   2,504,000


                         Engineering a                   2,504,000          0          a          0          0         0   2,504,000


                         Engineering a                   2,504,000          0          0          0          0         0   2,504,000


          9 31 construction Mamgmen


          8 3100 Construction Managem


          9 310000 Construction Manag




          9 31000000 Construction Man




                         Construction                    2,649,000          0          0          9          0         0   2,649,000


                         Construction                    2,649,000          0          0          0          0         0   2,649,000


                         Construction                    2,649,000          0                     0          0         0   2,649,000


                         Construction                    2,649,000          0          0          0          0         0   2,649,000


                         Jones Crook                     34,678,602  7,282,720         0          0          0         0   41,961,321


             Deaver Baym


          C 01 Land& and Damages




         LABOR M: EBROOl      EQUIP Mt EBRO01                     Currency in DOLLARS                     CREw rDt EBROO1, cl@UPB M: EBRO01









            Tue 27 Sov, 19%                                       U.S. Amy Corps of Engineers                                             TDM 10:16:01
                                                      PROJECT EBR001:     East Baton Rouge Psh roam. - NED
                                                           East Baton Rouge Parish Feasibility Study                                  SUMMARY PAGE 10
                                                               PROJECT INDIRECT SUM4ARY - LEVEL 6




                                              QUANTITY UOM        DIRECT DISTRIBU OVERHEAD ROME OFC             PROFIT      BOND TOTAL COST UNIT COST




             C 0100 Lands and Danages


             C 010000 Lands- and Damages



             C 01000004 Lands and Damage



                             Lands and Dan                     1,512,590           0          0          0           0           0  1,512,590


                             Lands and Dam                     1,512,590           0          0          0           0           0  1.512,590


                             Lands and Dan                     1,512,590           0          0          0           0           0  1,512,590


                             Lands and Dam                     1,512,590           0          0          0           0           0  1,512,590


             C 0Z Relocations


             C 0200 Relocations


             C 020000 Relocations




             C 02000WO Relocations




                             Relocations                       1,682,240           a          0          0           0           0  1,682,240


                             Relocations                       1,682,240           0          0          0           0           0  1,682,240


                             Relocations                       1,682,240           0          0          0           0           0  1,682,240


                             Relocations                       1,682,240           0          0          0           0           0  1,682,240


             C 06 rish A Vilaife F&Cili


             C 0603 Wildlife Facilities


             C 060371 reams




             C 06037-202 Sitevork


             C 06037102 01 Fencing - bar       7122.00 LF         31,048       7,762          0          0           a           0      38,809       5.45


                             Sit,wwork                            31,048        7,762         0          0           0           0      38,809


                             Fences                               31,048       7,762          .0         0           0           0      38,809


             C 060373 sabitat and Fisedin





            LABOR ID: EBROOI      EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW rD: EBRO01     UPB ID: EBRO01










         Tue 27 Sop 1994                                        U.S. Army Corps of Engineers                                            'TIME 10:16:01
                                                   PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
                                                         East Baton Rouge Parish Feasibility Study                                  SUMMARY PACE     33
                                                             PROJECT INDIRECT SUMMARY - LEVEL 6




                                            QUANTITY UOM        DIRECT DISTRIBU OVERHEAD ROME OFC             PROFIT       BOND  TOTAL COST UNIT I'M




          C 0603?302 Sitework


          C 06037302 01 Planting Tres         123.00 AC         24,760    . 3,690           0           0           0          0     18,450      250.00


                           Sitework                             14,760       3,690          0           0           0          0     18,450


                           Habitat and F                        14,760       3,690          0           0           0          0     18,450


                           Wildlife Faci                        45,808     11,452           0           0           0          0     57,259


                           Fish 4 Wildli                        45,808     11,452           0           0           0          0     57,259


          C 09 Channels    and Canals


          C 0901 Channels,


          C 090102 Mob A Dmob




          C 09010101 Nob & Damob
      18C 09010101 01 Mob & Demob                              176,000     44,000           0           0           0          0    220,000

                           Plob & Demob                        176,000     44,000           0           0           0          0    220,000


                           mob r, Demob                        176,000     44,000           0           0           0          0    220,000


          C 090115 Mechanical Dredgin




          C 09011502 Sitework,


          C 09012502 01    Clearing for       220.00 Ac      1,038,400    259,600           0           a           0          0  1,298,000     5900.00
          C 09011S02 02    Excavation      695000.00 CY      3,113,600    778,400           0           0           0          0  3,692,000        5.60


                           Sit- rk                           4,152,000  1,038,000           0           a           0          a  S,189,999


                           Mechanical Dr                     4,152,000  2,038,000           0           0           0          0  5,169,999


          C  090130  Mank Stabilization




          C  09013002 Site Work


          C  09013002 02   Geotextilo Ka   545100.00 SY      2,616,480    654,120           0           0           0          0  3,270,600        6.00
          C  09013002 02   R-90 Stons      230200.00 TU      1,926,960    481,740           0           0           a          0  2,400,700       10.50
             09013002 03   Hydromulch      322400.00 SY         64,480     16,120           0           0           0          0     80,600        0.25
             09013002 04   Excavation  fo  115700.00 CY        518.336    129,584           0           0           0          0    647,920        5.60
          C 09013002  05   ruseplug Dams                        62,400     15,600           0           0           0          0     78,000


                           Site Work                         5,188,656  1,297,164           0           0           0          0  6,485,021



         LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in   DOLLARS                      CREW ID: EBROOl     UPS rD: EBRO02









             Too 27 Sep 19%                                     U.S. Amy Corps of Engineers                                           TDM 10:16:01
                                                    PROJE= EBROOI:      East Baton Rouge Psh Feas. - NED
                                                         Last'Baton Rouge Parish Feasibility Study                                S1201ARY PAGE
                                                          ** PROJECT INDIRECT SUMMARY - LEVEL 6 **




                                            QUANTITY VON        DIRECT DISTRIBU OVERHEAD HOME OFC           PROFIT      BOND TOTAL COST UNIT COST




             C@09013003 eonczft*




                             Bank XtabiLiz                   5,188,656 1,297,164            0          0          0         0    6,485,821


             C 020199 Associated GOINW&L




             C 09019906 Aesthetic Planti


             C 09029906 01 ResthatIc Tre,     4500.00 CA        54,000      13,500          0          0          0         0       67,500      25.00


                             hastbatic Pla                      54,000      13,500          0          0          0         a        67,500


                             Associated Go                      54,000      13,500          0          0          0         0        67,500


                             Channels                        9,570,656   2,392,664          0          0          0         0   11,963,320


                             Channels and                    9,570,656   2,392,664          0          0          a         0   11,963,320


             C 29. Project Cooperation Aq


             C 2900 Project Cooperation


             C 290000 Project         ratio



             C 29000000 Project Cooperat



                             Project Coops                       4,100            0         0          0          0         0        4,100


                             Project Coops                       41100            0         0          0          0         0        4,100


                             Project                             4,100            0         0          a          a         a        4,100


                             Project  Coope,                     4,100            0         0          0          0         0        4,100


             C 30 Engineering and Design


             C 300 Zaginewring and, Desi


             C 3000M Engineering and Do



             C 30000000  Engineering and
                             gnqimwrLng a                    112S01000            0         0          0          0         0    1,250,000       0

                             znqirsmr"g &                    1,250,000            0         0          0          0         0    1,250,000



             LABOR ID: EBROO1    EOUIP Mz   EBRO01                    Currency in  DOLLARS                     CREW ID: EBRO01    UPB M: EBRO01










         Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TI?M 10:16:01
                                                  PROJECT EBR001.    East Baton Rouge Psh Foam. - NED
                                                       East Baton Rouge Parish Feasibility Study                               SUHKARY PACE   35
                                                           PROJECT INDIRECT SUM4RRY - LEVEL 6




                                          QUANTITY UOM        DIRECT DISTRIBU    OVERHEAD HOME OFC        PROFIT      BOND  TOTAL COST UNIT COST





                          Engineering a                    1,250,000          0          0         0          0           0  1,250,000


                          Engineering a                    2,250,000          0          0         0          0           0  1,250,000


          C 31 Construction Managremen


          C 3200 Construction Managem


          C 310000 Construction Manag




          C 31000000 Construction Man




                          Construction                       583,000          0          0         0          0           0    563,000


                          Construction                       583,000          0          0         0          0           0    563,000


                          Construction                       583,000          0          0         0          0           0    563,000


                          Construction                       583,000          0          0         0          0           0    583,000


                          Beaver Bayou                     14,649,393  2,404,116         0         0          0           0  17,052,509


          D Blackwater Bayou


          D 01-Lands a Damages


          @D 0100 Lands a Dam gas


          D 010000 Lands a Damages



          D 01000000 Lands & Damges



                          Lands & Damiag                   1,476,000          0          0         0          0           0  1,476,000


                          Lands & Damaq                    1,476,000          0          0         0          0           0  1,476,000


                          lands & Dmaq                     1,476,000          0          0         0          0           0  2,476,000


                          Lands & Damaq                    1,476,000          0          0         0          0           0  1,476,000


          D 02 Relocations


            0200 Relocations



            020000 Relocations





         LABOR ID: EBRO01      EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID: EBRO01    UPB TD: EBRO01









          Tue 21 Sep 1994                                    U.S. Amy Corps of Engineers                                         71)m 10.1601
                                                  PROJECT EBR00,1:   Last Baton Rouge Psh Fees. - KID
                                                       East Baton Rouge Parish Feasibility Study                             "KARY PACE
                                                          PROJECT INDIRECT SUMMARY - LEVEL 6




                                          QUANTITY DUN       DIRECT DISTRIBU    OVERHEAD ROME OFC       PROFIT       BOND TOTAL COST UN17 C057




            D 0,2000000 Relocations




                           Relocations                    1,675,680          0          0         0          0          0  1,675,680


                           Relocation&                    1,675,680          0                    0          0          0  1,675,680


                           Relocations                    1,675,660          0          0         0          0          0  1,615,680


                           Relocations                    1,675,600          0          0         0          0          0  1,675,680


            0 06 Fish 6 Wildlife racili


            D 0603 Wildlife Facilities


            D 060371 Fences




            D 06037102 Sitevork


            0 06037102 01 rencinq - bar     9203.CO Lr       27,045      6,761          0         0          a          0      33,006


                           Sitework                          27,045      6,761          0         0          0          0      33,806


                           Fences                            27,045      6,761          0         0          0          0      33,606


            D 060373 Habitat and reedin




            D 06037302 Sitework


            D 06037302 01 Planting Trim      107.00 AC       12,940      3,210          0         0                     0      16,050    150.00


                           Sitevork                          12,640      3,210          0         0                     0      lf,050


                           Nabitat and r                     12,640      3,210          0         0          0          0      16,050


                           Wildlife Faci                     39,885      9,971          0         0          0          0      49,956


                           rish A Wildli                     39,885      9,971          0         0          0          0      49,856


            11,09 Channels and Canals


            D 0901 Channels


            D 090101 Mob & Dmob




            D 09010101 rob     Demob


            D 09010101 01 Mob & Demob                        120,000     30,000         0         0          0          0     150,000




           LABOR IDS EBROGI    EQUIP IDS EBRO01                    Currency In DOLLARS                    CREW IDS EBRO01    UPS IDS EBR002










        Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                          TDM 10:26:01
                                                  PROJECT ESRDD1,     East Baton Rouge Psh Fees. - NED
                                                        East Baton Rouge Parish Feasibility Study                                 SUMMRRY PAGE    37
                                                           PROJECT INDIRECT SL"MY - LEVEL 6




                                          QUANTITY UOM         DIRECT DISTRIOU    OVERHEAD HOME OFC        PROFIT       BONI) TOTAL COST UNIT COST





                          Mob A Dumb                           120,000    30,000           0          0          0          0     250,000


                          Mob A Demob                          120,000    30,000           0          0          0          0     150,000


          D 090115 Mechanical Dredgin




          D 09011502 Site Work


          D 09011502 01 Clearing for         164.00 AC         174,090  193,520            0          0          0          a     967,600    5900.00
          D 09011502 02   Excavation      S17600.00 CY     2,111,808    527,952            0          0          0          0  2,639,760       5.10


                          Site Work                        2,685,888    721,472            0          0          0          0  3,607,360


                          Mechanical Dr                    2,885,888    721,472            0          0          0          0  3,607,360


          D 090130 Bank Stabilization




            09013002 Site Work


          0 09013002  01  Gootextile Me 887000.00 BY       4,257,600  2,064,400            0          0          0          0  5,322,000       6.00
          D 09013002  02  R-90 Stone      137800.00 TN     2,149,680    537,420            0          0          0          0  2,687,100       19.50
          D 09023002  03  Hydramulch      551500.00 BY         120,300    27,575           0          0          0          0     237,875      0.23
          D 09013002  04  Excavation   fo 141400.00 CY         576,912  144,228            0          0          0          0     721,140      5.20
          D 09013002  05  Fuxepluq Dams                        81,600     20,400           0          0          0          0     102,000


                          Site Work                        7,176,092  1,794,023            0          0          0          0  0,970,115


                          Bank Stabiliz                    .7,176,092 1,794,023            0          0          0          0  9,970,115


          D 090199 Associated General




          D M19906 Aesthetic Planti


          D 09012906 01 Aesthetic Tre       5100.00 EA         68,400     17,100           0          0          0          0     95,500       15.00


                          Aesthetic Pla                        68,400     17,100           0          0          0          0     85,500


                          Associated Go                        60,400     27,100           0          0          0          0     85,SOO


                          channels                         10,250,300 2,562,595            0          0          0          0 12,812,975


                          Ch&mmls and                      10,250,380 2,562,S95            0          0          0          0 12,812,975


            29 Project Cooperation Aq


          D 2900 Project cooperation





         LABOR ID: EBRO01      EQUIP ID: EBROOl                     Currency in DOLLARS                       CREW ID: EBRO01     UPS M: EBROOI









           Tun 27 Sep 1994                                     U.S. Army Corps of Engineers                                          TIM 10:16:01
                                                    PROJECT EBRO01:    Fast Uton Rouge Psh Fees. - WED
                                                         East Baton Rouge Parish Feasibility Study                                SUMMARY PAGE
                                                            PROJECT INDIRECT SUMMY - LEVU 6




                                            QUANTITY UM        DIRECT DISTRIDU OVERHEAD HOPM OFC            PROFIT      BOND TOTAL COST UNIT COST




             V 290000 Project         ratio



             D 29000000 Project Cooperat



                             Project Coope,                      4,100          0          0           0         0          0       41100


                             Project Coope                       4,100          0          0           0         0          0       4,100


                             Project Coops,                      4,100          0          0           0         a          0       4,100


                             Project Coops                       4,100          0          0           0         0          0       4.100


             D 30 Engineering and Design


             0 3000 Engineering and Desi


             D 300000 Engineering and Do



             D 30000000 Engineering and



                             Engineering a                    1,226,000         0          0           0         0          0   1,226,000


                             Engineering a                    1,226,000         0          0           0         0          0   1,226,000


                             Engineering a                    1,226,000         0          0           0         0          0   1,226,000


                             Engineering a                    1,226,000         0          0           0         0          0   1,226,000


             D 31 Construction Manaqwen,


             D 3100 Construction Managm


             D 310000 Construction Manag




             D 31000000 Construction Man




                             Construction                      708,000          0          0           0         0          0     708,000


                             Construction                      708,000          0          0           0         0          0     708,000


                             Construction                      708,000          0          0           0         0          0     708,000
                             Construction                      708,000                     0           0         a          0     708,000      0

                             Blackwater Be                   15,380,045  2,572,566         0           0         0          0  17,952,611



             LABOR ID: EBRO01    EQUIP ID: EBR001                    Currency in  DOLLARS                     CREW ID. EBR001     UPB M: EBR001










          Tue 21 Sep 1994                                         U.S. Amy Corps of Engineers                                               TIM 10:16:01
                                                     PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
                                                           Last Baton Rouge Parish Feasibility Study                                    SUMMARY PACE 32
                                                              PROJECT INDIRECT SUMMARY - LEVEL 6




                                             QUANTITY UOM         DIRECT DISTRIBU OVERHEAD HOME OFC              PROFIT      BOND TOTAL COST UNIT COST




           E Ward Crook


           Z 02 Land* and Damages


           9 0100 Lands and Damages


           Z 010000 Lands and Damages



           9 01000000 Lands and Damage




                            Lands and Dam                        122,540           0           0          0           a          0      122,540


                            Lands and Dam                        122,540           0           0          0           0          0      122,540


                            Lands and Dam                        122,540           0           0          0           0          0      122,540


                            Lands and Dam                        122,540           0           0          0           .0         0      122,540


             06 Fish A Wildlife Facili


           E 0603 Wildlife Facilities


           E 060371 Fences



           9 06637102 Sitowork


           E 06037102 01 Fencing - bar         1838.00 LF          8,014       2,003           0          0                      0       10,017        5.43


                            Sitevork                               9,014       2,003           0          0           0          0       10,017


                            Fences                                 8,014       2,003           0          0           0          a       10,017


           9 060373 Habitat and reedin




           E OW37302 Sitework


           Z OW31  302L 01  Planting Tree        32.00 AC          3,840          960          0          0           0          0         4,600     149.99


                            Sitework                               3,040          960          0          0           0          0         4,600


                            Habitat and F                          3,840          960          0          0           0          0         4,800


                            Wildlife Faci                         11,854       2,963           0          0           0          0       14,817


                            Fish & Wildli                         11,054       2,963           0          0           0          0       14,817


           E 09 Channels and Canals




          LABOR ID: EBRO01       EQUIP ID: EBROOl                       Currency in DOLLARS                        CREW ID: EBRO01      UPS ID: EBRO01









             Tue 21 Sep 1994                                     U.S. Amy Corps of Engineers                                           TIME 10:16:01
                                                     PROJECT ESROO1-.   Fast Baton Rouge Psh Fees. - NED
                                                          East Baton Rouge Parish Feasibility Study                                 SUMMARY PAGE     0
                                                          ** PROJECT INDIRECT SUMMARY - LEVEL 6 **                                              Id

                                             QUANTITY UCK        DIRECT DrSTRIBU OVERHEAD H()ME OFC          PROFIT      BOND TOTAL COST UNIT COST






             Z 0901 Channels


             2 090101 Mob & Dmoh




             9 09010101 Mob & Demob


             E 09010101 01 Mob A Demob                           120,000    30,000          0          0          0          0      150,000


                             Mob A Demob                         120,000    30,000          0          0          0          0      150,000


                             Mob A Dainob                        120,000    30,000          0          0          0          0      250,000


             E 090115 Mechanical Dredgin




             9 09U11M     Sitowork


             Z 09011502 01   Clearing for        20.00 AC        94,400     23,600          0          0          0          0      118,000    5900.00
             E 09011502 02   Excavation     143000.00 cy         772,200   193,050          0          0          0          0      965,250          75
             E 09011502 03   Clearing and        13.00 MI        197,600    49,400          0          0          0          0      247,000   190


                             Sitemork                         2,064,200    266,050          0          0          0          0   1,330,250


                             Mechanical Dr                    1,064,200    266,050          0          0          0          0   2,330,250


             E 090130 Bank Stabilization




             Z 09013002 Sitswork


             C 09013002 01 sand (8" thic 13200.00 CY             120,880    27,720          0          0          0          0      138,600     10.50
             E 09013002 02 Filter Drain      59300.00 By         355,600    88,950          0          0          0          0      444,750       7.50
             Z 09013002 03 rusepiug Davis           -            32,000       8,000         0                                0       40,000


                             Sit*work                            498,680   124,610          a          ..0        0          0      623,350




             Z 09013003 Concrete


             9 09013003  01  Cutoff wall        400.00 CY        48,000     12,060          0          0          0          0       60,000     150100
             Z 09013003  02  Channel Wall     9800.00 CY         91S,200   228,600          0          0          0          0   1,144,000      130.00
             E 09013003  03  Channel Wall     6600.00 Cy         792,000   198,000          0          0          0          0      990,000     150.00
             Z 09013003  04  Channel mail     4500.00 cy         540,000   135,000          0          0          0          0      675,000     150.00
             E 09013003  05  drain ditch      2200.00 cy         228,800    57,200          0          0          0          0      286,000     130.00


                             Concrete                         2,524,000    631,000          0          0          0          0   3,155,000
                                                            -            -          --         -          -          -                          0
                             Bank Stabiliz                    3,022,680    755,670          0          0          0          0   3,778,350





             LABOR ID: EBR001    EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ID: EBRO01     UPB ID: EBR00l










         Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                             'iIME 10:16:01
                                                   PROJECT EBROOI:      East Baton Rouge Psh Fees. - NED
                                                         East Sate Rouge Parish Feasibility Study                                   SUMMARY PACE     41
                                                            PROJECT INDIRECT SUMMARY - LEVEL 6




                                           QUANTITY UOM         DIRECT DISTRIBU OVERHEAD ROME OFC            PROFIT       BOND TOTAL COST UNIT COST




           E 090199 Associated General




           Z 09019902 Sitework (Constr


           E 09019902 01   excavation        6500.00 CY         37,700      9,425           0           0          0         0       41,125        7.25
           9 09019902 02   Filter Fabric    19400.00 SY         54,320     13,580           0           0          0         0       61,900        3.50
           E 09019902 03   Crushed stone     9000.00 TON        172,800    43,200           0           0          0         0      216,000      24.00
            09019902 04    Obstruction R     5600.00 LF         44,800     11,200           0           0          0         0       56,000      10.00


                           Sitework (Con                        309,620    77,405           0           0          0         0      387,025




           z 09019905 metals


           E 09019005 01 rance Ichain       11200.00 LF         73,920     18,480           0           0          0         0       92,400        9.25


                           metals                               73,920-    18,480           0           0          0         0       92,400



             09019906 Aesthetic Planti


           Z 09029906 01 Aesthet1c Tre        650.00 EA          7,800      1,950           0           a          0         0        9.750      15.00
           E 09019906 02   Aesthetic Shr     1100.00 EA          9,680      2,420           0           0          0         0       12,100      11.00


                           Aesthetic Pla                        17,480      4,370           0           0          0         0       21,850


                           Associated Go                        401,020    100,255          0           0          0         0      501,275


                           Channels                           4,607,900 1,151,975           0           0          0         0     5,759,875


                           Channels and                       4,607,900 1,151,975           0           0          0         0     5,759,675


           Z 29 Project Cooperation Aq


           9 2900 Project Cooperation


           9 290000' Project Cooperatio



           E'29000000 Project Cooperat



                           Project Coops                         2,400           0          0           0          0         0        2,400


                           Project Coope                         2,400           0          0           0          0         0        2,400
        0                                                            -  -           -          -          -          -
                           Project Coope                         2,400           0                      0          0         0        2,400


                           Project Coops                         2,400           0          0           0          0         0        2,400




           LABOR ID: EBRO01     EQUIP ID: EBROOl                       Currency in DOLLARS                      CREW ID; EBROO1     UPB ID: EBROO1









           Tan 27 Sep IM                                       U.S. Army corps of Engineers                                         TDM 10-.16-01
                                                   PROJECT EBRO01:    Last Baton Rouge Psh Feas. - NED
                                                        Cast Baton Rouge Parish Feasibility Study                               SUW%RY PA12E
                                                            PROJECT INDIRECT SMOMY - LEVEL 6




                                            QUANTITY UON       DIRECT DISTRIBU OVERHEAD ROME OFC           PROFIT     BOND TOTAL COST UNIT COST




            C 30 Engineering and Design


            Z 3000 Engineering and Desi


            E 300000 Engineering and Do



            Z 30000000 Engineering and



                            Engineering a                   1,303,000          0          0         0          0          0   1,303,000


                            Engineering a                   1,303,000          0          0         0          0          0   1,303,000


                            Engineering a                   1,303,000          0          0         0          0          0   2,303,000


                            CagAzoorlaq a                   1,303,000          0          0         0          0          0   1,303,000


            z n Constructim mmuKlemen


            E 3100 Construction Nanaqem


            9 310000 Construction Manag




            Z 31000000 Construction Man




                            Construction                      46-7,000         0          0         0          0          0     467,000


                            Construction                      467,000          0          0         0          0          0     467,000


                            Construction                      467,000          0          0         0          0          0     467,000


                            Construction                      467,000          0          0         0          0          0     467,000


                            Ward Crook                      6,514,694  1,154,938          0         0          0          0   7.669,632


                            East Baton RO       1.00 EA     74,856,253   13777696         a         0          a          0  88,633,948 88633948
                            C-tinqency                                                                                        20,466,052


                            IMAL IMM OWNER COSTS                                                                             109,1D0,000















           LABOR M EBROOl       EQUIP 11). EBRO01                   Currency in DOLLARS                      CREW ID: EBRO01    UPB ID: EBRO01











           Tue, 21 Sep. 1994                                     U.S. Army Corps of Engineers                                              TIM 10:16:01
                                                     PROJECT EBRO01:     Cost Baton Rouge Psh F"s. - NED
                                                          East Baton Rouge Parish Feasibility Study                                    SUMMARY PAGE    43
                                                               PROJECT DIRECT SUMMARY - LEVEL 2




                                                             QUANTITY UOM         LABOR      EQUIPHNT     MATERIAL      SUPPLIES    TOTAL COST UNIT COST




           A 3B&you Fountain


           A 01   Lands and Damages                                                    0     11000,000              0      19,000    1,019,000
           A 02   Relocations                                                          0              0             0       3,000        3,000
           A 06   Fish a Wildlife Facilities                                      3,738            679        3,577            894       6,886
           A 09   Channels and Canals                                            518,188       638,375        65,036      162,933    1,444,532
           A 20   Project Cooperation Agreements                                       0              0             a       4,100        4,100
           A 30   Engineering and Design                                               0              0             0     851,000      851,000
           a 31   Construction Management                                              0              0             0     304,000      304,000


                  'Bayou Fountaln                                                581,926     1,639,054        68,613    1,344,927    3,634,520




           D Jon*& Creek


           B'01   -Lands, and Damages                                                  0              0             0     393,020      393,020
           6 06   Fish & Wildlife Facilities                                      17,408         3,164        16,648        4,144        41,363
           8 09   Channels and Canals                                         2,063,638      1,501,600    3,485,279    21,311,963   28,362,480
           9 14   Recreation Facilities                                           155,388       14,270       453,031      104,348      727,037
       0
             29   Project Cooperation Agreements                                       0              0             0       1,700        1,100
           .9 30  Engineering and Design                                               0     2,000,000              0     504,000    2,504,000
           9 31   Construction Management                                              0     2.000.000              0     649,000    2,649,000


                  Jones Creek                                                 2,236o434      5,519,034    3,954,956    22,968,175   34,678,601




           C Deaver Bayou


           C 01   Lands and Damages                                                    0     1,000,000              0     512,590    1,512,590
           C 02   Relocations                                                          0     1,000,000              0     682,240    1,682,240
           C 06   Irish & Wildlife Facilities                                     19,281         3,505        10,437        4,585        45,608
           C 09   Channels and Canals                                         2,375,243      2,783,073    2o952,988     1,459,451    9,570,656
           C 29   Project Cooperation Agreements                                       0              0             0       4,100        4,100
           C 30   Engineering and Design                                               0     1,000,000              0     250,000    1,250,000
           C 31   Construction Management                                              0              0             0     583,000      583,000


                  Deaver Bayou                                                2,394,424      5,706,578    2,971,425     3,495,966   14,648,393



           D Blackwater Bayou


           0 01   Lands a Damages                                                      0     11000.000              a     476,000    1,476o000
           D 02   Relocations                                                          0     11000,000              0     675,680    1,675,680
           D 06   Fish 6 Wildlife,   Facilities                                   16,790         3.052        16,053        3,991        39,885
           D 09   Channels and Canal*                                         2,061,261      2,231.009    4,532,360     1,425,749   10,250,380
           0 29   Project Cooperation Agreements                                       0              0             0       4,200        4,100
        4w   30   Engineering and Design                                               0     11000,000              0     226,000    1,226,000
           D 31   Construction Management                                              0              0             0     708,000      708,000


                  Blackwater Bayou                                            2,078,051      5,234,061    4,546,413     3,519,520   15,380,045




           LABOR ID: EBR001      EQUIP rD: EBRO01                      Currency in DOLLARS                          CREW ID: EBRO01    UPB ID: EBRO01









           Tue 27 Sep 1994                                    U.S. Army corps of Engineers                                         TIM 10:16:02
                                                  PROJECT ERROOls     Cast Baton Rouge Psh Peas. - NED
                                                        East Baton Rouge Parish Feasibility Study                              SUMMARY PAGE
                                                            PROJECT DIRECT SUMMARY - LEVEL 2




                                                          QUANTITY UCH         LABOR     FQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST




               Wax&Creek


            E 01  Lands and Damages                                               0             0           0      122,540     122,540
            9 06  Fish & Wildlife Facilities                                   4,987          906        4,171       1,189       21,854
            E 09  Channels and Canals                                        664,825      652,870     461,483    2,826,723    4,607,900
            E 29  Project Cooperation Agreements                                  a             0           0        2,400        2,400
            E 30  Engineering and Design                                          0     2,000,000           0      303,000    1,303,000
            9 31  Construction Management                                         0             0           0      467,000     467,000


                  Ward Crook                                                 669,812    1,653,776      466,254   3,724.852    6o514,694


                  Cast Baton Rouge Psh Feat.     NED           1.00 EA     7,960,647   19,832,503   12,009,663  35,053,440  74,856,253  748562S3
                  Distribution                                                                                              23,777,696


                  TOTAL INCL INDIRECTS,                                                                                     98,633,948
                  Contingency                                                                                               20,466,052


                  ?OTAL TEVIL Comma COSTS                                                                                   109,100,000




















































            LABOR ID: EBRO01    EQUIP ID: EBRO01                    Currency In DOLLARS                     CREW ID: EBRO01    UPS ID: EBRO01










          Tue 27 Sep 1994                                    U.S. Amy corps of Engineers                                         TIME 10:16:01
                                                 PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
                                                      East Baton Rouge Parish Feasibility Study                              SUHKARY PAGE 45
                                                           PROJECT DIRECT SLWWY       LEVEL 6




                                                        QUANTITY UOM          LABOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




          * 38&you Fountain


          * 01 Lands and Damages


          * 0100 Lands and Damages


          A 010000 Lands and Damages



          A 01000000 Lands and Damages



                          Lands and Damages                                       0   1,000,000             a     19,000    11019,000


                          Lands and,DA-Aqex                                       0   1,000,000             0     19,000    11019,000


                          Lands andDmaqe    s                                     0   1,000,000             0     19,000    1,019,000


                          Lands and Damages                                       0   1,000,000             0     29,000    1,019,000


            02 Relocations


          * 0200 Relocations



          * 020000 Relocations




          A-02000000, Relocations




                          Relocations                                             0            0            0      3,000        3,000


                          Relocations                                             0            0            0      3,000        3.000


                          Relocations                                             0            0            0      3,000        3,000


                          Relocations                                             0            0            0      3,000        3,000


          A 06 fish     Wildlife Facilities


          A,0603 Wildlife Facilities 6 Sanctuary


          * 060371 Fences




          * 06037102 Sitework


            06037102 01 Fencing - barbed wire             1378.00 IF          2,727          496       2,411          374       6, we       4.36


                          Sitevork                                            2,727          496       2,411          374       6,008





          LABOR ID: EBRO01    EQUIP rD: EBROOl                    Currency in DOLLARS                       CREW ID: EBROOI   UPB ID, EBRODI









           Tue 27 Sup 1994                                     U.S. Army Corps of Engineers                                          TDM 10:16:01
                                                    PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
                                                         Last Baton Rouge Parish Feasibility Study                               SUMmARY PAGE     46
                                                          ** PROJECT DIRECT SUMMARY - LEVEL 6 **                                                0

                                                           QUANTITY UOM         LABOR     CQUIPMRT     MATERIAL    SUPPLIES TOTAL COST UNIT COST





                            fences                                              2,727          496        2,411          374       6,006


            A 060373 Habitat and reeding Facilities




            A 06037302 Sitework


            A 06037302 01 Planting Trees                       24.00 AC         1,010          184        1,166          520       2,880      120.00


                            Sitswork                                            1,010          184        IvI66          520       2,680


                            Habitat and Feeding Facilit                         ivolo          184        lv166          520       2,880


                            Wildlife Facilities A Sanct                         3,738          679        3,577          094       8,888


                            Fish a Wildlife Facilities                          3v730          679        3,577          894       0,888


            A 09 Channels and Canals


            A 0901 channels


            A 090101 Mob & Demob,




            A 09010101 Mob & Demob


            A 09010101 01 Mob & Demob                                          30,030       21,019            a       28,952       80,000


                            Mob & Demob                                        30,030       22,019            a       28,952       80,000


                            Mob & Demob                                        30vO3O       22vO19            0       28.952       80,000


            A 090115 Mechanical Dredging




            A 09011502 Sitework


            A 09011502  01  Clearing and Snagging               8.00 KI        57,931       56,230            0        5,440     122,600    15200.00
            A 09011502  02  Clearing for Channel Drefti       47.00 AC        113v448     102,427             0        5,965     221v840     4720.00
            A 09011W2   03  tacavation                    283000.00 CY        354,806     450v010             a       78,143     692,960        3.12


                            Sitevork                                          526,185     610,667             0       89,548    1,226,400


                            Mechanical Dredging                               526,185     610,667             0       89,540    1,226,400


            A 090130 Bank   Stabilization




            A 09013002 Sitswork





           LABOR 10: EBRO01     EQUIP rD: EBRO01                     Currency in DOLLARS                      CREW ID: EBRO02    UPB IDs EBRODI









           Tue 27 Sep 19%,                                        U.S. Amy Corps of Engineers                                                 TIDM 10:16:01
                                                     PROJECT EBRO01:      Cast Baton Rouge Psh Foes. - NED
                                                           East Baton Rouge Parish Feasibility study                                    sumKARY PAGE      47
                                                                PROJECT DIRECT SUNKARY - LEVEL 6




                                                             QUJWTITY UON           LABOR      ZQUIPMNT      KKTERIAL     -SUPPLIES  TOTAL COST UNIT COST




           A 09013002 01 Filter train Fabric                   6460.00 BY           2,731         1,214         34,535          282       30,760        6.00
           A 09013002 02 sand (81 thick)                        160.00 CY              320           320            a           320           260       6.00
           A 09013002 03 riprap 260 - dry placement             890.00 TON          2,254         2,268         3,224         8,930       26,376       28.40


                            sitework                                                5,204         3,802         37,652        9,431       56,096




           A 09013003 Concrete


           A 0902300101     1 FrT V-frama Base Slab              67.00 CY                0             0            a         9,648        9,648      144.00
           A 09013003 02    1 FT U-frame wall                   100.00 CY                0             0            0        24,000       24,000      240.00
           A 09013003 03    Channel Wall Pavement (4")           55.00 CY           1,406            360        3,719           155        5,720      104.00
           It 09013003 04   Channel Wall Pavement (6")           43.00 CY           2,956            265        2,684           255        51160      120.00
           A 09013003 05    Channel Wall Pavement W)             62.00 CY           2,659            381        3,814           586        7,440      120.00


                            Concrete                                                6,102         1,006         10,216       34,644       51,966


                            Bank Stabilization                                      11,306        4,808         47,875       44,075       108,064


             0901" Associated General Items




           a 0901"05 metals


           A 09019905 01 Fence (chain link)                     300.00 LF              300            37        1,620             24       11980         6.60


                            Fletals                                                    300            37        1,620             24       1,980



           A 09019906 Aesthetic Plantings


           A 09019906 01 Aesthetic Tree Planting               1050.00 EA           3,874            689        7,9313            99      12,600       12.00
           A 09019906 02    Aesthetic shrub Planting           1760.00 EA           6,493         1,155         7,603           236       15,408        8.80


                            Aesthetic Plantings                                     10,367        1,844         15,541          335       28,098


                            Associated General Items                                10,667        1,681         17,161          359       30,068


                            Channels                                              S78,188       638,375         65,036      162,933     1,444,532


                            Channels and.Canals                                   578,188       638,375         65,036      162,933     1,444,532


           A 29 Project Cooperation Agrements.


           A 2900 Project Cooperation Agreastents


             290000 Project Cooperation Agreements



           A 29000000 Project Cooperation Agreements





           LABOR ID- EBR001      EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBROOI     UPB 10: EBRO01









            Tue 27 Sop 2994                                   U.S. Army Corps of Enqine*rs                                       TIME 10:16:01
                                                  PROJECT EBROOI:    East Baton Rouge Pah Fees. - NED
                                                       Cast Baton Rouge Parish Feasibility Study                              SUMMARY PhGT 0
                                                            PROJECT DIRECT SUMMARY    LEVEL i




                                                         QUANTITY DOM         LABOR     EQUIPMT     MATERIAL     SUPPLIES TOTAL COST UNIT COST





                           Project Cooperation Agrewe                             0           0            a       4,100       4,100

                                                                        .r-          -           -            -
                           Project Cooperation Agreeme                            0           0            0       4,100       4,100


                           Project Cooperation Agreeme                            0           0            0       4,100       4,100


                           Project Cooperation Aqrmm*                             0           0            0       4,100       41100


            A 30 Engineering and Design


            A 3000 Engineering and Design


            A 300000 engineering and Design



            a 30MOM Engineering and Design



                           Engineering and Design                                 0           0            0     851,000      851,000


                           Engineering and Design                                 0           0            0     851,000      851,000


                           Engineering and Design                                 0           0            0     651,000      851,000


                           Engineering and Design                                 a           0            0     851,000      851,000


            A 31 Construction Management


            .A 3100 Construction Management


            * 310000 Construction Management



            * 32000000 Construction Management



                           Construction Management                                0           0            a     304,000      304,000


                           *wAstruction Nwwgument                                 0           0            0     304,000      304,000


                           Construction Management                                0           0            0     304,000      304.000


                           Construction Management                                0           0            0     304,000      304,000


                           Sayou Fountain                                   581,926    1,639,054       69,613   1,344,927   3,634,520
            5, Jones crook                                                                                                                0

            3 01 Land& and Damages





            LABOR rD: EBROOl   cQuip rD: EBROOl                    currency in DOLLARS                     CREW ID: EBRO01    UPB ID: EBRO01











         Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                  PROJECT. EBRO01:    Cast Baton Rouge Psh Feas. - NED
       0                                                East Baton Rouge Parish Feasibility Study                                SM41ARY PAGE 49
                                                            PROJECT DIRECT SUMMARY     LEVEL 6




                                                          QUANTITY UOM         LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




          B 0100 Lands and Dmages


          9 020000 Lands and Dam9es



          9 01000000 Lands and Damages



                          Lands and Damages                                        0            0            0      393,020      393,020


                          Lands and Damages                                        0            0            0      393,020      393,020


                          Lands and Damaqas                                        0            0            0      393,020      393,020


                          Lands and Damages                                        0            0            0      393,020      393oO2O


          9 a6 , rish G Wildlife Facilities


          9 0603 Wildlife Facilities & Sanctuary
       0    060372 Fences


          9 06037102 Sitevork


          2 06037102 02 Fencing - barbed wire              6432.00 LF         12,728        2,313        11,253       1,749       28,043        4.36


                          Sltewwx                                             12,728        2,313        11,253       1,749       28,043


                          Fences                                              12,728        2,313        11,253       1,749       28,043


          9,060373 Habitat and reeding Facilities




          9 06037302 Sitework


          8 06037302 01 Planting Tremms                     111.00 AC          4,686           851       5,395        2,395       13,320      120.00


                          Sitemork                                             4,680           $51       5,395        2,395       13,320


                          Habitat and reeding Facillt                          4,680           851       5,395        2,395       13,320


                          Wildlife Facilities G Sanct                         17,408        3,164        16,648       4,144       41,363


                          Fish G Wildlife Facilities                          17,408        3,164        16,648       4,144       41,363


            09 Channels and Canals


          B 0901 Channels


          B 090101 Mob & Demob




         LABOR ID: EBROO1      EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW 10: EBRO01     UPS ID: EBRO01










           Too 27 Sep 1994                                       U.S. Amy Corps of Engineers                                            TIME 10:16:01
                                                     PROJECT EBROOI:     East Baton Rouge Psh roes. - NED
                                                          fast Baton Rouge Parish Feasibility Study
                                                           ** PROJECT DIRECT SUMMARY      LEVEL 6 **                                 SUM"ARY PAGE 0


                                                             QUANTITY UOM         LABOR     EQUIPMT       MATERIAL    SUPPLIES TOTAL COST UNIT COST







             3 M10101 21ob 6 Demob


             9 09010101 01 Mob a Demob                                          157,814       94,042              0     124,137      376,000


                             Obb & Demob                                        157,814       94,049              0     124,137      376,000


                             Mob a Demob                                        157,814       94,045              0     124,137      376,000


             5 090115 Mechanical Dredging




             5 09011502 Site Work


             2 09011502 01   Clearing for Channel Drodgi       272.00 AC        328,275      296,385              0      49,901      674,560     2480.00
             V 09021502@ 02  Degrading, hauling, shaping 162000.00 CY           597,445      554,756              0     143,799    1,296,000       6.00
             2 M11= U        Clearing and Snagging               3.00 MI          21,724      21,837              0        2,039       45,600   15200.00


                             Site Work                                          947,444      $72,978              0     195,738    2,016,160
                             Mechanical Dredging                                947,444      872,978              0     195,738    2,016,160       0

             9 09OLW Bank Stabilitation




             5 09013002 Site, Work


             2 OW13002 01 sand (00 thick)                    84000.00 CY        282,045      330,985              0     166,491      779,520       9.28
             9 09023002 02 rilter Drain Fabr1c              418700.00 SY        176,991       78,656    2.238,370        18,183    2.512.200       6.00
             S 09013002 03 ruseplug Dams                                          23,256      33,228         6,480       23,436        66,400


                             Site work@                                         482,292      442,869    2,244,950       208,110    3,378,120




             a 09013003 concrete


             9 09013003 01   Cutoff Wall                      6150.00 CY        287,344       67,624       290,645       92.386      738,000     120.00
             B 09013003 02   Channel Wall Pavement (4")      82300.00 CY               0           0              0  8,559,200     8,559,200     104.00
             5 M1=3 03       Channel mall Pav     nt (60)    61300.00 CY               0           0              0  7,356.000     7.356.000     120.00
             2 OMM3 04       Channel Mall Pavement (81)      11000.00 CY               0           0              0  1,320,000     1,320,000     120.00
             2 MINOS 05,     drain. ditch                    33100.00 CY               0           0              0  3,442,400     3,442,400     104.00


                             Concrete                                           287,344       67,624       290,645   20,769,996   21,415t6OD


                             Bank Stabilization                                 769,635      510,493    2,535,496    20,978,096   24,793,720


             2 090199 Associated General Items




             a 09019905 metals




             LABOR ID: EBROOl    EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID; EBROOl    UPB ID: EBRODI











         Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                  PROJECT EBRO01:     East Baton Rouge Pah Feas. - NED
                                                        East Baton Rouge Parish Feasibility Study                               SUMMARY PAGE     51
                                                         ** PROJECT DIRECT SUMARY - LEVEL 6 **




                                                          QUANTITY UOM         LABOR     EGUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST





          B 09019905 01 fence ichain link)               171000.00 LF        171,036       20,930      923,215       13,418    2,128,60D       6.60


                          metals                                             171,036       20,930      923,215       13,418    1,128,600



          3 09012906 Aesthetic Planting


          B 09019906 01 Aesthetic Tree Planting            2800.00 EA          6,641        1,181       13,608          170       21,600      22.00
          3 09019906 02   Aesthetic Shrub Planting         3000.00 EA          11,068       1,968       12,960          404       26,400       8.90


                          Aesthetic Planting                                   17,709       3,149       26,568          574       48,000


                          Associated General Items                           188,745       24,079      949,783       13,992    1,176,600


                          Channels                                         2,063,638    1,501,600    3,485,279   21,311,963   28,362,480


                          Channels and Canals                              2,063,638    1,501,600    3,485,279   21,311,963   28,362,480


            14 Recreation Facilities


          B 1400


          8 140022 Parking Lots and Service Roads:




          & 14002202 Site Work


          B 14002202  02  Bridge - 101 x 501                                   1,122           529            0      17,149       18,800
          9 14002202  03  Bridge - 101 a 1501                                  1,122           529            0      83,149       84,800
          8 14002202  04  Signs & Markers                    20.00 FA             427           21        1,944         168         2,560    128.00
          5 14002202  05  ftoes                            4431.00 EA         16,348        2,090       33,498         1,236      53,172      12.00
          B 14002202  06  Fence  (61 Wooden)              55440.00 IF        136,369       21,102      417,588         2,646    567,706       10.24


                          Site Work                                          155,388       24,270      453,031      104,348     727,037


                          Parking Lots and Service Ro                        155,388       14,270      453,031      104,348     727,037


                                                                             155,398       14,270      453,031      104,348     727,037


                          Recreation racilities                              155,388       14,270      453,031      104,348     727,037


          9 29 Project Cooperation Agreements


          9 2900 Project CUxoperation Agreements


            290000 Project Cooperation Agreements



          9 29000000 Project Cooperation Agreements





         LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID: EBRO01    UPB ID: EBRO01









           Tun 27 Sep 1994                                         u.s. Amy Corps of Engineers                                               TIME 10:16:01
                                                      PROJECT. EBROO13     E&st Baton Rouge Psh reas. - NED
                                                            Cast Baton Rouge Parish Feasibility Study                                   SUMMARY PAGF
                                                                 PROJECT DIRECT SUMMARY      LEVEL 6




                                                              QUANTITY UOK           LABOR     EQUIPMNT      MATERIAL      SUPPLIES  TOTAL COST UNIT COST





                             Project Cooperation Agreems,                                 0            0            0        2,700         1,700


                             Project Cooperation Agreems                                  0            0            0        1,700         1,700


                             Project Cooperation Agreeme                                  0            0            0        1,700         1.700


                             Project Cooperation Agreeme                                  0            0            0        1,700         1,700


             2 30 Engineering mod Design


             9 3000 Engineering and Design


             B 300000 Engineering and Design



             9 30=000 Engineering and Design



                             Zn9inserinq and Design                                       0  2,000,000              0      504,000    2,504,000


                             Engineering and Design                                       0  2,000,000              0      504,000    2,504,000


                             Engineering and Design                                       0  2,000,000              a      504,000    2,504,000


                             Engineering and Design                                       0  2,000,000              0      504,000    2,504,000


             B 31 Construction Management


             8 3200 Construction Management


             9 310000 Construction Management



             9 31WO000 cmistruction management



                             Construction Management                                         2,000,000              0      649,000    2,649,000


                             Construction Management                                      0  2,000,000              0      649,000    2,649,000


                             construction management                                      0  2,000,000              0      1649,000   2,649,000


                             Construction Management                                      0  2,000,000              0      649,000    2,649,000


                             Jones Crook                                        2,236,434    5,519,034      3,954,958   22,966,175    34,678,601


             C "ever Bayou
                                                                                                                                                       0
             C 01 Lands and   Damages




            LABOR ID: EBROO1      EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW ID., EBROO1    UPB M: EBRO01










         Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBRO01:     East Raton Rouge Psh Feas. - NED
                                                         East Baton Rouge Parish Feasibility study                                  SUMMARY PAGE     53
                                                          ** PROJECT DIRECT SUMMARY - LEVEL 6 **




                                                           QUANTITY UOM          LABOR     EQUIPMNT      KhTERIAL    SUPPLIES TOTAL COST UNIT COST




          C 0100 Lands and Damages


          C 020000 Lands and Damages



          C GIGOOOOO Lands and Damages



                           Lends and Damages                                         0    1,000,000             0      522,590    1,512,590


                           Lands and Damages                                         0    1,000,000             a      512,590    2,512,590


                           Lands and Damages                                         0    1,600,C)oO            0      512.590    2,512,590


                           lands and Damages                                         0    11000,000             0      512,590    1,512,590


          C 02 Relocations


          C 0200 Relocations
      0     020000 Relocations


          C 02000000 Relocations




                           Relocations                                               0    1,000,000             a      682,240    1,682,240


                           Relocations                                               0    1,000,000             a      682,240    1,682,240


                           Relocations                                               0    2,000,000             0      682,240'   1,682,240


                           Relocations                                               0    11000,000             0      682,240    1,682,240


          C 06 Fish     Wildlife Facilities


          C 0603 Wildlife Facilities & Sanctuary


          C 060371 Fences;




          C 06031102 Sitevork


          C 06037102 01 Fencing - barbed wire               7121.00 IF          24,104         2,564       12,459        1,921        31.046       4.36


                           Sitework                                             14,104         2,564       12,459        1,921        31,046


                           Fences                                               14,104         2,564       12,459        1,921        31,048


          C 060373 Habitat and feeding Facilities




         LABOR rD: EBROOl      EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW     j0ROOI     UPS ID: EBRO01










            Too 27 Sep 1994                                      U.S. Army Corps of Engineers                                                  10:16:01
                                                     PROJECT EBROOI:     EAst Baton Rouge Psh Feas. - NED
                                                          East Baton Rouge Parish Feasibility Study                                  SUMMARY PA(Z 0
                                                               PROJECT DIRECT SUMMARY     LEVEL 6




                                                            QUANTITY U014         LABOR      EQUIPMT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




            C 06037302 Sitowork,


            C 06037302 01 Planting Trees                       123.00 Ac -        5,177           941       5,978         2,664       14,760      220.00


                             Sitework                                             5,177           941       5,976         2,664       14,760


                             @Rabitat AM reeding Facilit                          5,177           941       5,978         2,664       14,760


                             Wildlife Facilities A Sanct                         19,281         3,505       18,437        4,565       45,908


                             Fish a Wildlife Facilities                          19,261         3,505       18,437        4,595       45,808


            C 09 Channels and Canals


            C 0901 Channels



            C 090101 Mob 6, Demob




            C 09010101 mob & Demob


            C 09010101 01 mob & Dwwb                                             70,665       50,755             0      54,580       176,000


                             Mob & Dmob                                          70,665       50,755             0      54,580       176,000


                             Mob & Dmob                                          70,665       50,755             0      54,580       176.000


            C 090115 Mechanical Dreftinq




            C 09011502 sit*work


            C 09011502 02 Clearing for Cha=el Dredgi           220.00 AC       531,033       479,446             a      27,221    1,030,400     4720.00
            C 09011502 02    1!wcavation                   695000.00 CY       1,251,402   2,640,625              0     321,572    3,113,600        4.48


                             Sitewozk                                         1,682,435   2,220,071              0     349,493    4,152,000


                             r1schanical Dredging                             1,682,435   2,120,071              0     349,493    4,252,000


            C  M130 Bank Stabilizatiom




            C  09013002 Site Work


            C  09013002 01   Geotenile, Mat Turf Reinfor 545100.00 SY          147,930        28,672     2,413,703      26,175    2,616,480        4.00
            C  09013002 02   R-90 Stone                    130200.00 TN        236,872       276,022       457,002     957,065    1,926,960        24.00
            C  09013002 03-  Hydromulch                    322400.00 SY          11,943         7,164       41,783        3,569       64,480
            C  09013002 04   Excavation  for stone         115700.00 CY        191,900       273,438             0      52,996       518,336
            C  09013002 05   Fuseplug Dams                                       16,796       23,998        6,00        15,126        62,400


                             site work                                         605,441       609,294     2,918,968    2,054,953   5,199,656




            LABOR rD- EBR001     EQUIP ID: EBROO1                     Currency in DOLLARS                        CREW ID: EBRODI     UPS ID. EBROCI










         7Uo 27 Sop 1994                                      U.S. Army Corps of Engineers                                            TDM 10:16:01
                                                   PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
                                                        East Baton Rouge Parish Feasibility Study                                 SUMWY PAGE       55
                                                            PROJECT DIRECT SUM MAR Y - LEVEL 6




                                                          QUANTITY UOM          LABOR     EQUIFMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




          C 09013003 Concrete




                          Bank Stabilization                                  605,441      609,294    2,918,968     1,054,953   5,188,656


          C 090199 Associated General Itemis




          c 09019906 Aesthetic Plantings


          C 09019906 01   Aesthetic Tree Planting           4500.00 EA         16,602        2,953       34,020           425       54,000      12.00


                          Aesthetic Plantings                                  16,602        2,953       34,020           425       54,000


                          Associated General Items                             16,602        2,953       34,020           425       54,000


                          Channels                                          2,375,143   2,783,073     2,952,988     1,459,451   9,570,656


                          Channels and canals                               2,375,243   2,783,073     2,952,989     1,459,451   9,570,656


            29 Project Cooperation Agreements


          C 2900 Project Cooperation Agreements


          C 290000 Project Cooperation Agreements



          C 290000M Project Cooperation Agreements




                          Project Cooperation Agreeme                               0            0            0        4,100        4,100


                          Project Cooperation Agreeme                               0            0            0        4,100        4,100


                          Project Cooperation Agreeme                               0            0                     4,100        4,100


                          Project Cooperation Agreeme                               0            0            0        4,100        4,100


          C 30 engineering and Design


          C 3000 Engineering and Design


          C 300000 Engineering and Design



          C 30000000 Engineering and Design



                          Engineering and Design                                    0   1,000,000             0       250,000   2,250,000


                          Engineering and Design                                    0   11000,000             0       250,000   1,250,000


         LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW M EBkObl       UPS M EBROOI










          Tue 27 Sep 1994                                    U.S. Army Corps of Engineers                                       TIME 10:16:01
                                                  PROJECT EBROOI:   Cast Baton Rouge Pah Fees. - NED
                                                       Last Baton Rouge Parish Feasibility Study                             SUMMARY PAGE 40
                                                           PROJECT DIRECT SLWMY      LEVEL 6




                                                         QUANTITY UOM         LABOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST





                           Engineering and Design                                0   21000,000            0     250,000    1,250,000


                           Engineering and Design                                a   11000,000            0     250,000    1,250,000


           C 31 Construction Management


           C 3100 Construction Management


           C 310000 Construction Management



           C 31000000 Construction Management



                           Construction Management                                           0            0     583,000      583,000


                           Construction Management                               0           0            0     583,000      583,000


                           Construction Management                               0           0            0     583,000      583,000


                           Construction.managament                               0           0            0     583,000      583,000


                           Beaver Bayou                                  2,394,424   5,786,578     2.971,425   3,495.966   14,648,393


           D Slackwater Bayou


           0 01 Lands a Damages


           D 0100 Lands & Damages


           D 010000 Lands & Damages




           D 01000000 Lands a Damages



                           Lands A Damages                                       0   1,000,000            0     476.000    1,476,000


                           Lands & Damages                                       0   1,000,000            0     476,000    1,476,000


                           Lands & Damages                                       0   1,000,000            0     476,000    1.476,000


                           Lands & Damages                                       0   1,000,000            0     476eDDO    1,476,000


           D 02 Relocations
           D 0200 Relocations                                                                                                          .0
           D 020000 Relocations





          LABOR ID: EBR001     EQUIP IDz EBRO01                   Currency in DOLLARS                     CREW ID: EBRO01    UPS rD: EBRO01










          Tue, 27 Sep 1994                                    U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                  PROJE= EBRO01:      East Baton Rouge Psh Feas. - NED
                                                        Cast Baton Rouge Parish Feasibility Study                               SUMMARY PAGE    57
                                                            PROJECT DIRECT SUMMARY     LEVEL 6




                                                          QUANTITY UOM        LABOR      ZQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




          D 02000000 Relocations




                          Relocations                                              0   2,000,000             0     675,680    1,675,680


                          Relocations                                              0   1,000,OOD             0     675,680    1,675,680


                          Relocations                                              0   11000,000             0     675,680    1,675,680


                          Relocations                                              0   1,000,000             0     675,680    1,675,680


          D 06 Fish & Wildlife Facilities


          D 0603 Wildlife Facilities & Sanctuary


          D 060371 Fences




          D 06037102 sitemork


            06037102 01 Fencing - barbed wire              6203.00 LF        12,286        2,233        10,853        2,673      27,045        4.36


                          Sitowork                                           12,286        2,233        10,853        1,673      27,045


                          Fences                                             12,286        2,233        10,853        1,673      27,D45


          D 060373 Habitat and Feeding Facilities




          @D 06037302 Sitework


          D 06037302 01 Planting Trees                      107.00 AC         4,504            819      5,200         2,318      22,840      120.00


                          Sitework                                            4,504            619      5,200         2,318      12,840


                          Habitat and FewUng Facilit                          4,504            819      5,200         2,316      12,840


                          Wildlife Facilities a Sanct                        16,790        3,052        16,053        3,991      39,085


                          Fish & Wildlife Facilities                         16,790        3,052        16,053        3,991      39,885


          0:09 Channels and Canals


          D 0901 Channels



          0 090202 Mob 6 Dmob




          D ON10101 Mob A Demob


          D 09010101 01 Nob & Demob                                          45,115        35,312            0       39,573      120,000



          LABOR ZD: EBRO01     EQUIP ID: EBRO01                    Currency in DOLLARS                       CREW ID: EBR001    UPB ID: EBRO01









           Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                           TbM 10:16:01
                                                    PROJECT EBROOI:     East Baton Rouge Psh Foss. - NED
                                                         Cast Baton Rouge Parish ressibility Study                                 SU*WY PAGE
                                                           ** PROJECT DIRECT smeaRY - LEvEL 6 **




                                                            QUANTITY UOM         LABOR     EQUIPMNT     MATERIAL     SUPPLIES   TOTAL COST UNIT COST





                            Mob & Demob                                        45,115        35,312            0       39,573      120,000


                            Mob A Damob                                        45,115        35,312            a       39,573      120,000


            0 090115 Mechanical Dredging




            D 09011502 site Work


            D 09011SO2 01 Clearing for Channel Dredgi         164.00 Ac       395,961      3S7,40S             0       20,914      774,080    4720.00
            D 09011502 02   Excavation                     517600.00 CY       811,554    1,098,549             0       201,704  2,111,808       4.08


                            Site Work                                       1,207,415    1,455,955             0       222,518  2,865,688


                            Mechanical Dredging                             2,207,415    1,455,955             0       222,518  2,865,868


            0 090130 Sank Stabilization




            D 09013002 Site Work


            0 09013002  01  Geotextile Hat Turf Rainfor 887000.00 BY          240,715        46,656   3,927,636        42,592   4,257,600       4.00
            D 09013002  02  R-90 stone                     137800.00 TH       282,852      345,553       403,676    1,037,598   2,149,680       15.60
            0 09013002  03  sydromulch                     551500.00 By        20,430        12,256       72,474         6,140     110,300      0.20
            D 09013002  04  Excavation  for stone          141400.00 CY       221,741      300,156             0       55,016      576,912      4.08
            0 09013002  OS  Fuseplug Dams                                      21,964        31,382         6,480      21,774       81,600


                            Site Work                                         707,702      736,002    4,489.268     2,163,119   7,176,092


                            Bank Stabilization                                707,702      736,002    4,489,268     1,163,119   7,176,092


            0 020199 Associated General items




            0 09019906 Aesthetic Plantings


            a 09019906 01 Aesthetic Tree Planting            5700.00 EA        21,029          3,740      43.092           $39      68,400      12.00


                            Aesthetic Plantings                                21,029          3,740      43,092           539      68,400


                            Associated General Itms                            21,029          3,740      43,092           539      68,400


                            Channels                                        2,061,261    2,231,009    4,532,360     1.425,749   10,250,380


                            Channels and Canals                             2,061,261    2,231,009    4.532,360     1,425,749   10,250,380
            0 29 Project Cooperation Agreements                                                                                                 0

            D 2900 Project Cooperation Agreements





           LABOR ID: EBRO01     EQUIP ID: EBROO1                      Currency in DOLLARS                      CREW ro. EBRO01     UPB ID: EBRO01











        Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                        TIM 10:16:01
                                                PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
                                                     East Baton Rouge Parish Feasibility Study                              SUMKARY PAGE   59
                                                          PROJECT DIRECT SUM?WY     LEVEL 6




                                                        QUANTITY UOM        LABOR     EQUIPMT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




         0 290000 Project Cooperation Agreements



         D 29000000 Project Cooperation Agreements



                         Project Cooperation Agreeme                            0           0            0       4,100        4,100


                         Project Cooperation Agreeme                            0           0            0       4,100        4,100


                         Project Cooperation Agreems,                           0           0            0       4,100        4,100


                         Project Cooperation Agreeme                            0           0            0       4,100        4,100


         0 30 Engineering and Design


         ID 3000 Engineering and Design


         0 300000 faqinawring and Design
      0
         D 30000000 Engineering and Design



                         Engineering and Design                                 0   1,000,000            0     226,000    2,226,000


                         Engineering and Design                                 0   1,000,000            0     226,000    1,226,000


                         Zngineering and Design                                 0   1,000,000            0     226,000    1,226,000


                         Engineering and Design                                 0   1,000,000            a     226,000    1,226,000


         0 31 Construction Management


         0 3100 Construction Management


         D 310000 Construction Managainont




         0 32000000 Construction Management



                         Construction Management                                0           0            0     708,000      708,000


                         Construction Management                                0           0            0     708,000      708,000

                         Construction Management                                0           0            0     iO8,00O      708,000

                         Construction Management                                0           0            0     708,000      708,000


                         Slackwater Bayou                               2,078,051   5,234,061    4,546,413    3,519,520  15,380,045



        LABOR IV: EBRO01     EQUIP IV: EBROO1                    Currency in DOLLARS                     CREW IV: EBRO01    UPS IV: EBRO01









           Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                           TIME 1D:16:01
                                                    PROJECT EBR001-.    Last Baton Rouge Psh reas. - NM
                                                          Last Baton Rouge Parish Feasibility Study                                SWMY PAGE
                                                              PROJECT DIRECT SUMMARY     LEVEL 6




                                                            QUANTITY UOM         LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




            Z Ward Crook


            t 01 Lands and Dsmaqes


            9 0100 Lands and Damages


            IL 010000 Lands and Damages



            Z 01000000 Lands and Damages



                            LarAs, and Damages                                       0            0            0      122,540      122,540


                            Lands and Damages                                        0            0            0      122,540      222,540


                            Z@A- and Damages                                         0            0            0      122,540      122,540


                            Tand, and Damages                                        0            a            0      122,540      122,540
            K 06 Fish & Wildlife Facilities                                                                                                       0
            X 0603 Wildlife Facilities & Sanctuary


            E 050371 Fences




            Z "037102 x1tework


            E 06037102 01 Fencing - barbed wire              1838.00 LF          3,640          662        3,216          496        8,014        4.36


                            Sitework                                             3,640          662        3,216          496        8,014


                            Fences                                               3,640          662        3,216          496        8,014


            2 060373 Rabitat and roodinq Facilities




            E 06037302 Sitework


            t 06037302 01 Planting Troes                       32.00 AC          1,347          245        1,555          693        3,840      120.00


                            Sitework                                             1,347          245        1,555          693        3.840


                            Rabitat and Feedinq Facilit                          1,347          245        1,555          693        3,840


                            Wildlife Facilities a Sanct                          4,98-)         906        4.1-11        1,199       21,954


                            Fish G Wildlife Facilities                           4,987          906        4,771         1,169       11,854


            R 09 Channels and Canals




           LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID: EBRO01     UPS M: EBR001











         Tim 27 Sep 1914                                       U.S. Army corps of Engineers                                          TIME 10:16:01
                                                   PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
                                                        East Baton Rouge Parish Feasibility Study                                 SUMMARY PAGE     61
                                                         ** PROJECT DIRECT SUMMARY - LEVEL 6 **




                                                          QUANTITY UCH          LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UN17 COST






          Z 0901 Channel*


          E 090102 Mob & Dsmob




          E 09010101 Mob & Demob


          Z 09010101 01 Mob 6 Demob                                           44,194        24,255             0      51,551      120,000


                           Mob & Demob                                        44,194        24,255             0      51,551      120,000


                           Mob 4 Demob,                                       44,194        24,255             0      51,551      120,000


          E 090115 Mechanical Dredging




          9 09011502 Sltework
       S
             09011502 01   Clearing for Channel Dredqi        20.00 AC        48,276        43,586             0        2,538       94,400    4720.00
             09011502 02   Excavation                     143000.00 CY        328,373      362,083             0      81,745      772,200        5.40
          Z 09011502 03    Clearing and Snagging              13.00 HI        94,138        94,623             0        0,839     197,600    15200.00


                           Sitework                                           470,786      500,292             0      93,122    1,064,200


                           Mechanical Dredging                                470,786      500,292             0      93,122    1,064,200


          Z 090130 Bank Stabilization




          E 09013002 Sitework


          E 09013002 01 *and (01 thick)                    13200.00 CY        37,808        43,407             0      29,665      120,880        0.40
          E 09013002 02 filter Drain Fabric                52300.00 Sy        25,092        11,151       317,018        2,539     355,800        6.00
          F. 09013002 03 ruseplug Dams                                          6,202        8,861         4,320      12,617        32,000


                           Sitework                                           69,102        63,419       321,338      44,821      498,680




          9  09013003 Concrete


          9  09013003 01   Cutoff wall                       400.00 CY              0            0             0      48,000        48,000    220.00
          9  09013003 02   Channel Wall Pavement (4")       8800.00 CY              0            0             0      915,200     915,200     204.00
          E  09013003 03   Channel Wall Pavement (6")       6600.00 CY              0            0             0      792,000     792,000     120.00
          E  09013003 04   Channel mall Pavement (8")       4500.00 CY              0            0             0      540,000     540,000     120.00
          E  09013003 05   drain ditch                      2200.00 CY              0                          0                  228,800     104.00


                           Concrete                                                 0            0             0   2,524,000    2,524,000


                           Bank Stabilization                                 69,102        63,419       321,338   2,566,821    3,022,680




         LABOR 10: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                        CREW ID: EBRO01    UPS ID: ESR001









             Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                                TIME 10:16:01
                                                         PROJECT EBROGI:      East Baton Rouge Psh Feas. - NED
                                                               Last Baton Rouge Parish Feasibility Study                                    SU11MARY PAG*
                                                                   PROJECT DIRECT SUMMARY       LEVEL 6




                                                                 QUANTITY VOM          LABOR      EQUIPHNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




              Z 090199 Associated General items




              E 09019902 Sitework (Construction Access)


              Z 09019902 02    excavation                         6500.00 CY          16,328        17,586              0        3,785        37,700       5.80
              9 09019902 02    filter Fabric                     19400.00 SY           8,226         3,656        36,666         5,772        54,320       2.00
              & 09019902 03    Crushed stone                      9000.00 TON         18,940        21,532        33,345         98,983     172,800        19.20
              L 09019902 04    obstruction Removal                5600.00 LF          19,591        19,610              0        5,600        44,800       8.00


                               Sltwork (Construction Acce                             63,084        62,385        70,011        124,140     309,620




              E 09019905 Metals


              Z 09019905 02 Famm (chain "nr)                     11200.00 IF          11,202         1,371        60,468           879        73,920       6.60


                               Metals                                                 11,202         1,371        60,468           879        73,920



              Z 09019906 Aesthetic Plantings


              E 09019906 02    Aesthetic Tres Planting             650.00 LA           2,398            427        4.914             61        7,800       22.00
              E 09019906 02    Aesthetic Shrub Planting           1100.00 EA           4,058            722        4,752           148         9,680       8.90


                               Aesthetic Plantings                                     6,456         1,148         2,666           209        17,480


                               Associated General Items                               80,743        64,904        140,145       215,228     401,020


                               Channels                                              6fi4,825      652,670        461,483    2,828,123     4,607,900


                               Channels and Canals                                    664,825       652,670      461,483     2,928,722     4,607,900


              Z 29 Project Cooperation Agreements


              Z 2900 Project Cooperation Agreements


              2 290600 Project Cooperation Agreements



              K 29000000 Project Cooperation Agreements



                               Project Cooperation Agree"                                                 0             0        2,400         2,400


                               Project Cooperation Agreme                                    0            0             a        2,400         2,400


                               Project Cooperation Agreeme                                   0            0             0        2,400         2,400


                               Project Cooperation Aqreeme                                   0            0             0        2,400         2,400




              LABOR IV: EBROOI      EQUIP ID: EBRO01                       Currency In DOLLARS                          CREW ID: EBRO01     UPB ID: EBR001











        Tuw2l Sep 1994                                     U.S. Army Corps of Engineers                                       TIME 10:16:01
                                                PROJECT EBR001:   East Baton Rouge Psh Fees. - NEU
                                                     Cast Baton Rouge Parish Feasibility Study                             SUMMARY PAGE  63
                                                      ** PROJECT DIRECT SUMMARY    LEVEL 6 **




                                                       QUANTITY UOM         LABOR    EQUIPHNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST




          9 30 Engineering and Design


          9 3000 Engineering and Design


          E 300000 Engineering and Design




          E 30000000 Engineering and Design



                         Engineering and Design                                 0   1,000,000            0     303,000   1,303,000


                         tnqLneering and Design                                 0   1,000,000            0     303,000   1.303,000


                         Engineering and Design                                 0   1,000400             0     303,000   1,303,000


                         Engineering and Design                                 0   1,000,000            0     303,000   2,303,000


          9 31 construction management
      .0    3100 Construction Management

          9 320NO Construction Management



          9 31000000 Construction Management



                         Construction Management                                0            0           0-    467,000     467,000


                         construction Management                                0            0           0     467,000     467,000


                         Construction Management                                0            0           0     467,000     467,000


                         Construction VAnaqmont                                 0            0           0     467,000     467,000


                         Mard Crook                                       669,912    2,653,776     466,254   3,724,652   6,514,694


                         Zest Baton  Rouge Psh Fees.        2.00 LA     7,960,647   19,932.503  12,009,663  35,053,440  74,656,253  74856253
                         Distribution                                                                                   13,777,696


                         TOTAL INCL INDIRECTS                                                                           68,633,949
                         Contingency                                                                                    20,466,052


                         TOTAL INCL OWNER COSTS                                                                         209,100,000












          LABOR ID: EBR001    EQUIP ID: EBR001                   Currency in DOLLARS                     CREW ID: EBRODI   UPS ID, EBRO01











        Two 77 Sep 1994                                      U.S. Army Corps of Engineers                                         TDM 10:16:01
                                                 PROJECT EBRO01:    East Baton Rouge Pah ream. - NED
     0=30M MIMTE                                      Cast Baton Rouge Parish Feasibility Study                                DETAIL PAGE      I
                                                                   A. Bayou Fountain



         A W- Lands and Damages       QUANTY UOM CREW ID       OUTPUT         LABOR    EQUIPHNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




             A. Bayou Fountain
                  A 01. Lands and Danages                                            -


           VSR     Lands and Damage                                            0.00   1000000.00         0.00   19000.00 1019000.00
                                         1.00 IS                 0.00             0    1,000,000            0      19,000   1,019,000     1019000


                   Lands and Damage                                               0    1,000,000            0      19,000   1,019,000































































        LABOR ID: EBRO01     EQUIP ID: EBROOl                     Currency in DOLLARS                     CREW ID: EBRO01     VPB ID. EBROOl











            Tue 27 sop 1994                                      U.S. Army Corps of Enqineers                                            TIME 10:16:01
                                                     PROJECT ERROOI:     Best Baton Rouqe Psh Fees. - MED
            DETAILED ESTnVMZ                               Cast Baton Rouge Parish Feasibility Study                                  DETAIL PACE 10
                                                                        A. Bayou Fountain




             A 02. Reloc tions            QUANTY UGH CREW M         OUTPUT         LABOR     EQUIPMT      14ATERIAL     SUPPLIES TOTAL COST UNIT COST




                     A 02. Relocations


               VSR     Relocations                                                  0.00         0.00         .0.00      3000.00     3000.00
                                             1.00 LS                  0.00              0            0            0        3,000       3,000     3000.00


                       Relocations                                                     0             0            a        3,000       3,000




































































            LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW M EBRO01      UPS ID: ZBR001











         Tue, 27 Sep 1994                                      U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBRO01:     Last Baton Rouge Psh Fees. - NED
                   ESTUSTE                              east Baton Rouge Parish Feasibility Study                                   DETAIL PAGE      3
                                                                      A. Bayou Fountain



          A,06. Fisk & Wildlife Fee QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMT      KATERIAL    SUPPLIES TOTAL COST UNIT COST




                  a 06. Fish     Wildlife Facilities
                                    A 06037102 01. Fencing - barbed wire
                                                    This item will Include cost to do the following work3


                                                    Fencing the selected mitigation sit*.


                                                    The fence will consist of poles spaced appropriately with 4 strands of
                                                    barb-wire.



                                                    Three Brec sites have been selected with one Joor site also.
                                                    The quantities shown for each watershed represent a percentage of the total
                                                    number of sites.


                                                    let site          1378 if


            USR PM Fencing                                                       1.98         0.36          0.00          0.00         2.34
                                       2378.00 IF TRACTOR1          17.01        2,727          496            0             0        3,223      2.34


            VSK M Fence post                                                     0.00         0.00          2.62          0.00         2.62
                                       1378.00 IF                    0.00            0             a        2.232            0        2,232      1.62


            USA PH Barbed wire     4                                             0.00         0.00          0.03          0.00         0.03
                                       5512.00 IF                    0.00            0             0          179            0         179       0.03


            USA PM safety G mize                                                 0.00         0.00          0.00        374.00       374.00
                                          2.00 LS                    0.00            0             0           0           374         374      374.00


                    Fencing    barbed 1378.00 LF                                 2,727          496         2,411          374        6,008      4.36

































        LABOR 10: EBRO01       EQUIP M EBROO1                       Currency In DOLLARS                        CREW ID% EBRO01    UPS M: EBRO01










           Too 27 Sop 1994                                         U.S. Army Corps of Engineers                                              TIME 10:16:01
                                                       PROJECT EBROOI:     Cast Baton Rouge Psh Fees. - NED
           DETAILED ESTBULTE                                East Baton Rouge Parish Feasibility Study                                     DETAIL PAM    is
                                                                          A. Bayou Fountain




            A 06. Fish 6 Wildlife Fac QUANTY UON CREW ID              OUTPUT        LABOR       EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UN17 con




                                        A 06037302 01. Planting Trees
                                                        This item will include cost to do the following work:


                                                        Planting the selected mitigation *its.


                                                        Planting 300 tress per acre (121 z 121) in cleared areas. Seedlings will
                                                        consist of 4 species of oak (Nuttall, water, willow, cherry bark) and sweet

                                                        pecan.






                                                        Ist site        24 acre


               USA PM planting trees                                                42.09          7.65          0.00          0.00        49.74
                                             24.00 AC TRACTOR1          0.80        1,010            184            0              0       1,194       49.74


               OSR P" seedLings (300                                                  0.00         0.00          0.16           0.00         0.16
                                          7200.00 EA                    0.00              0             0       1.166              0       1,166        0.16


               USR PH safety G misc                                                   0.00         0.00          0.00        259.86        159.66
                                              1.00 IS                   0.00              0             0           0           160          160     is*

               GSR PH Land preparation                                                0.00         0.00          0.00         15.00        15.00
                                             24.00 AC                   0.00              0             0           0           360          360       15.00


                       Planting Trees        24.00 AC                               1,010            184        2,166           520        2,880      120.00



                       Fish A Wildlife                                              3,738            679        3,577           894        61888
























                                                                                                                                                        0







           LABOR ID: EBRO01       EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW TD. EDR001     UPS M: EBROO1










         ?ua 27 Sep 1954                                          U.S. Army Corps of Engineers                                                 TIME 10:16:01
                                                     PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
      AnhTAXLED.   tSTIMATE                                East Baton Rouge Parish Feasibility Study                                      DETAIL PACE       5
                                                                         A. Say
                                                                               'qu Fountain



          A 09. Channels and Canals OUANTY UOM CREW ID               OUTPUT         LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                   A 09. Channels and Canals

                                       A 09010101 01. Mob & Demob
                                                      Allow 1 day for mob and 1 day for-dedob. There is only one contract.


            USR PH DOZER D-6 W/BLAD                                                  0.00          13.85         0.00          0.00            13.85
                                           60.00 MR DOZB               1.00             0           931              0             0           831      13.05


            USA PM AIR COMPRESSOR                                                    0.00          2.92          0.00          0.00            2.92
                                           20.00 MR AIRF               1.00             0            59              0             0           56       2.92


            0SR PH BACKHOE CAT 225B                                                  0.00          20.95         0.00          0.00            20.95
                                           20.00 MR BKHB               1.00             0           419              0             0           429      20.95


            USR PM BACKHOE CAT 235                                                   0.00          39.52         0.00          0.00            39.52
                                           20.00 MR 9KHC               1.00             0           790              0             0           790      39.52


            USR PH chipping vischino                                                 0.00          15.00         0.00          0.00            15.00
                                           20.00 MR CHIPPER            1.00             0           300              0             0           300      15.00


            USR PH chainsaw, Homell                                                  0.00          0.17          0.00          0.00            0.17
                                           40.00 MR CHNSAW             1.00             0              7             0             0             7      0.17


            USR P14 CHERRYPICKER GRO                                                 0.00          13.53         0.00          0.00            13.53
                                           20-00 MR CHYA               1.00             0           271              0             0           271      23.53


            USR PH sealant hot size                                                  0.00          3.50          0.00          0.00            3.50
                                           20.00 MR CMLT               1.00             0            70              0             0           70       3.50


            USR PH CONCRETE PAVER 2                                                  0.00          27.97         0.00          0.00            27.97
                                           20.00 MR CNPV               1.00             0           559              0             0           559      27.97


            USA PH CRANE AMER 5299-                                                  0.00          27.55         0.00          0.00            27.55
                                           40.00 MR CRNA               1.00             0          1,102             0             0           1,102    27.55


            9SR PH DOZER D-4 W/BLAD                                                  0.00          7.56          0.00          0.00            7.56
                                           20.00 MR DOZA               1.00             0           151              0             0           151      7.56


            USR PM F E LOADER CAT 9                                                  0.00          13.73         0.00          0.00            13.73
                                           20.00 MR FELA               1.00             a           275              0             0           275      13.73


            USR PM MOTOR GRADER CAT                                                  0.00          13.17         0.00          0.00            13.17
                                           20.00 MR MOTC               1.00             0           263              0             a           263      13.17


            USR PH WATER PUMP 31 HO                                                  0.00          0.25          0.00          0.00            0.25
                                           20.00 MR PMPC               1.00             0              3             a             0             3      0.15


            USR PM trencher, chain,                                                  0.00          1.74         --0.00         0.00            2.74
                                           20.00 MR T30DWO02           1.00                          35              a             0           35       1.74


            USR PM FARM TRACTOR W/D                                                  0.00          2.24          0.00          0.00            2.24
                                           20.00 MR TRAC               1.00             0            45              0             0           45       2.24




         LABOR ID: EBRO01       EQUIP ID: EBROOl                        Currancy in DOLLARS                          CREW ID: EBRO01    UPB ID:  EBRO01









           Tu* 27'Sep 1994                                       U.S. Amy Corps of Engineers                                              TDM 10;16:01
                                                     PROJECT EBRO01:     Cast Baton Rouge Psh Fees. - NED
           DETAILED ESTDMTE                                Cast Baton Rouge Parish Feasibility Study                                   DETAIL PAGE
                                                                        A. Bayou Fountain



            a 09. Channels and Canals QUANTY UOM CREW M              OUTPUT       LABOR      EQUIPMNT     KRTERIAL      SUPPLIES  TOTAL COST UNIT COST





               USR Pm NATER TRUCK 2000                                             0.00          3.97         0.00         0.00          5.97
                                           20.00 HR TRKA              1.00             0           119           0             0          119       5.97


               UsR Pt4 trailer truck, 2                                            0.00          28.00        0.00         0.00         29.00
                                          420.00 HR TRKH              1.00             0        11,760           0             0       11,760      28.00


               USR Pm Dump truck, 12 c                                             0.00          22.00        0.00         0.00         22.00
                                          180.00 HR TRKI              1.00             0         3,960           0             0        3,960      22.00


               USR P14 CARPENTER                                                  26.04          0.00         0.00         0.00         26.04
                                           40.00 HR CAM               1.00        1,042             0            0             0        1.042      26.04


               USR PH CEM" PlASON                                                 23.26          0.00         0.00         0.00         23.26
                                           80.00 HR CMNM              1.00        1,861             0            0             0        1.861      23.26


               VSR PK forams 3 426.5                                              26.50          0.00         0.00         0.00         26.50
                                          100.00 HR rOREKAN3          1.00        2,650             0            0             0        2,650      26.50


               991t PH IRONWORKER                                                 26.18          0.00         0.00         0.00         26.18
                                           20.00 HR IRNM              1.00            524           0            0             0          524      2


               USR PM LABORER                                                     16.67          0.00         0.00         0.00         16.67
                                          160.00 HR LABM              2.00        2,667             0            0             0        2,667      26.67


               USR PM PEG-ALL EXCPT DR                                            25.84          0.00         0.00         0.00         25.84
                                          340.00 HR PEOM              1.00        8,785             0            0             0        8,785      2S.04


               USR PM TRUCK DRIVER                                                17.50          0.00         0.00         0.00         17.50
                                          600.00 HR TRKM              1.00        10,500            0            0             0       10,500      17.50


               VSR PK XAWRER                                                      16.67          0.00         0.00         0.00         16.67
                                           BO.00 HR LABN              1.00        1.334             0            0             0        1,334      16.67


               USR PH LABORER                                                     16.67          0.00         0.00         0.00         16.67
                                           40.00 HR LABN              1.00           667            a            0             0          667      16.67


               USA PH trailaring                                                   0.00          0.00         0.00       1500.00      1500.00
                                           14.00 Eh                   0.00             a            0            0        22,000       21,000    1500.00


               USR PH safety & nisc                                                0.00          0.00         0.00       7951.67      7951.67
                                             1.00 IS                  0.00             0            0            0         7,952        7,952    7951.67


                      Mob & Demob                                                 30,030       21,019            0        28,952       901000




                                                                                                                                                    0







           Lik,BOR W: EBROOI     EQUIP ID: EBRO01                      currency in DOLLARS                       CREW M EBRO01       UPS 10: EBRO01










        Tue 27 Sop 1994                                      U.S. Amy Corps of Engineers                                           TDM 10:16:01
                                                 PROJECT EBROOI:     Last Baton Rouge Psh Feas. - UM
      OTAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                DETAIL PAM      7
                                                                    A. Bayou Fountain




         A 09. Channels and Canals QUANTY UOM CREW ID           OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                   A 09011502 01. Clearing and Snagging
                                                   This itain will Include all cost to clear and snag the:
                                                   1. channel right of way


                                                   Because the burning of clearing debris in not allowed. and there was no
                                                   indication of what to do with the debris, we assumed the debris would be
                                                   chipped. The chipped material will be disposed of properly.


                                                   Some areas will have to be cleared so that access will be allowed for the

                                                   excavator.


           USR PM Clearing w/ D-6,                                          2206.89       906.70         0.00        -0.06      2113.53
                                         6.00 AC CLEARINGI        0.10        9,655        7,254           0             0      16,908    2113.53


           USR PM Snagging w/ 235,                                          6034.47      6372.00         0.00         0.00     12406.47
                                         8.00 MI SNAGGING1        0.02       48,276       50,976           0             0      99,252   22406.47


           VSR PM safety 4 misc                                                0.00         0.00         0.00      5440.02      5440.02
                                         1.00 IS                  0.00             0           0           0         5,440        3,440   5440.02


                   Clearing and Sna      6.00 MI                             57,931       58.230           0         5,440      121,600  25200.00










































        LABOR M: EBRO01       EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID: EBRO01      UPB ID* EBRO01











          Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                          Time 10:16:01
                                                   PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
          DETAILED ESTIMATE                              Last Baton Rouge Parish Feasibility Study                                DETAIL PAGE
                                                                     A. Bayou Fountain




           A 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                     A 09011502 02. Clearing for Channel Drafting
                                                    This item will include all cost to blear and grub the:
                                                    1. channel right of way
                                                    2. access right of way


                                                    Because the burning of clearing debris is not allowed, and there was no
                                                    indication of what to do with the debris, we assumed the debris would be
                                                    chipped. The chipped material will be disposed of properly.


             USR PM Clearing w/D-6,F                                         1373.60        921.40        0.00         0.00     2295.00
                                         47.00 AC CLEARING2        0.10        64,559      43,306            0            0     107,865    2295.00


             USR PM Grubbing w/ Cat                                          1040.19      1257.90         0.00         0.00     2298.09
                                         47.00 AC GRUBBING1        0.10       48,889        59,121           0            0     108,010    2298.09


             USR PM safety & misc                                                0.00         0.00        0.00      5964.96     5964.96
                                          1.00 LS                  0.00             0            0           0        5,965        5,965   5964.96


                     clearing for Cho    47.00 AC                            113,448      102,427            0        5,965     221,840    4720.00













































          LABOR ID: EBRO01      EQUIP ID: EBR001                    Currency in DOLLARS                       CREW ID: EBRO01    UPS ID: EBRO01
 










         Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                           TIM 10:16:01
                                                   PROJECT EBRO01:    Last Baton Rouge Psh Feas. - NED
      DETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility study                                  DETAIL PAGE      	9
                                                                     A. Bayou Fountain




          A 09. Channels and Canals QUANTy UOM CREW ID             OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                    A 09011502 03. Excavation

                                                    The material vill be hauled to Kiss. River batture areas no more than 2
                                                    miles from the intersection of Gardere Ln and River Road. A dozer vill be
                                                    used full time at the excavation site.
                                                    Center of gravity for hauling purposes is 2 miles north of Gardere Ln.


            USR PM safety & misc                                                 0.00         0.00         0.00      12738.37    12738.37
                                          1.00 LS                  0.00             0            0            0        12,738      12,738    12738.37


            USR PH all other operat                                              0.00      8615.00         0.00         0.00       8615.00
                                          1.00 LS                  0.00             0         8,615           0            0        8,615     8615.00


            USR PM small tools                                                   0.00     10644.00         0.00         0.00     10644.00
                                          1.00 LS                  0.00             0       10,644            0            0       10,644    10644.00


            USR PM haul road& (10%)                                              0.00         0.00         0.00      65404.00    65404.80
                                          1.00 LS                  0.00             0            0            0        65,405      65,405    65404.80


            USR PM BACKHOE CAT 235                                               0.00         68.78        0.00         0.00        68.78
                                       1155.00 HR BKHC             1.00             0       79,441            0            0       79,441      68.78


            USR PM DOZER D-6 W/BLAD                                              0.00         32.01        0.00         0.00        32.01
                                       1155.00 HR DOZE             1.00             a       36,972            0            0       36,972      32.01


            USR PM trailer truck, 2                                              0.00         28.00        0.00         0.00        28.00
                                         10395 HR TRKH             1.00             0      291,060            0            0       291,060     28.00


            USR PM WATER TRUCK 2000                                              0.00         16.02        0.00         0.00        16.02
                                        577.50 HR TRKA             1.00             0         9,252           0            0        9,252      16.02


            USR PM M0TOR GRADER CAT                                             0.00         24.29        0.00         0.00        24.29
                                        577.50 HR MOTG             1.00             0       14,027            0            0       14,027      24.29


            USR PM OILER                                                        16.50         0.00         0.00         0.00        16.50
                                       1155.00 HR OILM             1.00       19,060             0            0            0       19,060      16.50


            USR  PM TRUCK  DRIVER                                               17.50         0.00         0.00         0.00        17.50
                                         10395 HR TRKM             1.00       181,913            0            0            0       181,913     17.50


            USR PM PEO-backhoe                                                  25.84         0.00         0.00         0.00        25.84
                                       1155.00 HR PEOM             1.00       29,845             0            0            0       29,845      25.84


            USR PH PEO-dozer                                                    25.84         0.00         0.00         0.00        25.84
                                       1155.00 HR PEOM             1.00       29,845             0            0            0       29,845      25.84


            USR PM PEO-motor grader                                             25.84         0.00         0.00         0.00        25.84
                                        577.50 HR PEOM             1.00       14,922             0            0            0       14,922      25.84


            USR PM TRUCK DRIVER - w                                             17.50         0.00         0.00         0.00        17.50
                                        577.50 HR TRKM             1.00       10,106             0            0            0       10,106     17.50




         LABOR ID: EBROOl      EQUIP ID: EBROOl                     Currency in DOLLARS                       CREW ID. EBROO1      UPS ID:-EBRO01
 









           Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
           DETAILED ESTIMATE                               Cast Baton Rouge Parish Feasibility Study                                   DETAIL PAGE
                                                                         A. Bayou Fountain




            A 09. Channels and Canals OUANTY UOM CREW M             OUTPUT          LABOR     EQUIPMNT      MATERIAL     SUPPLIES  TOTAL COST UNIT COST





               USR PH LABORER                                                       16.67          0.00         0.00          0.00        16.67
                                          2310.00 HR LABM              1.00        38,508             0           0              a       36,508      16.67


               USR PM foreman 3 $26.S                                               26.50          0.00         0.00          0.00        26.50
                                          1155.00 HR FOREKRN3          1.00        30,608             0           0              0       30,608      26.50


                      Eacavation           283000 cy                              354,806      450,010            0        78,143       882,960       3.12

































































           LABOR ID: EBRO01      EQUIP ID: EBRO01                       Currency in DOLLARS                       CREW ID: EBRO01     UPB ID: EBR001











        Tuo 27 Sup 1"4                                       U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                 PROJECT EBROOl:     East Baton Rouge Psh Fees. - NED
             LED IWIMATE                               East Baton Rouge Parish Feasibility Study                                 DETAIL PACE     11
                                                                    A. Bayou Fountain




         A 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                   A 09013002 01. Filter Drain Fabric
                                                   This itesi will include cost to do the following work:


                                                   Once the section in at grade, the liner will be laid out. A cherry picker
                                                   will assist several laborers. The liner will be placed below the area
                                                   which will be covered by G" and 01 concrete.


           USR PH cherry picker, p                                              0.42        0.19          0.00         0.00         0.61
                                      6460.00 SY   CHYPKl        140.00        2,731        1.214            0             0       3,944       0.61


           Usa PH drainage c     081                                            0.00        0.00          5.35         0.00          5.35
                                      6460.00 SY                   0.00            0             0      34,535             0     34,535        5.35


           USR PH safety a misc                                                 0.00        0.00          0.00       280.60      280.60
                                         1.00 LS                   0.00            0             0           0           281          281    280.60


                   filter Drain Fab 6460.00 BY                                 2,731        1.214       34,535          .281     30.760        6.00






















































        LABOR ID: EBROOl      EQUIP ID: EBRO01                     Currency In DOLLARS                       CREW ID: EBRO01    UPS ID: EBROOl












           Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TDM 20:16:01
                                                     PROJECT EBR001:     Last Baton Rouge Psh Fees. - NED
           WIT&ZLED. ESTIMATE                              East Baton Rouge Pariah Feasibility Study                                  DETAIL PAGE
                                                                        A. Bayou Fountain




            A 09. channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR      EOUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                      A 09013002 02. sand (60 thick)
                                                      This item will include all cost to pLace material such that the design
                                                      template for the concrete slope pau        nt will be filled. A backhos will
                                                      load the material into the haul trucks. The trucks will dump material and
                                                      a dozer will spread and shape the material. The sand blanket will be
                                                      placed under the 61 concrete.


                                                      ASSUMPTIONS:
                                                      1. Sand in available for borrow In the vicinity of Gardere Rd. and the
                                                      Mississippi River. It Is assumed to be pumped from the river.


              USR PX safety a mist                                                 0.00          0.00         0.00         48.61       48.91
                                            1.00 LS                   0.00            0             0            0            49           49     48.01


              USR PH all other operat                                              0.00          6.00         0.00         0.00          6.00
                                            1.00 LS                   0.00            0             6            0             0             6      6.00


              VSR, PM small tools                                                  0.00          10.00        0.00         0.00        10.00
                                            1.00 LS                   0.00            0            10            0             0           10     10.00
              USR PH sand material                                                 0.00          0.00         0.00         1.25           1.25      0
                                          160.00 CY                   0.00            0             0            0           200           200      1.25


              VSR PM haul road& (100)                                              0.00          0.00         0.00         71.00       71.00
                                            1.00 LS                   0.00            0             0            0            71           71     71.00


              USR PM BA CXM OE CAT 2258                                            0.00          36.92        0.00         0.00        36.92
                                            1.00 MR BKHB              1.00            0            37            0             0           37     36.92


              USR PH DOZER D-6 W/BLAD                                              0.00          32.01        0.00         0.00        32.01
                                            1.50 MR DOZB              1.00            0            48            0             0           48     32.01


              USR PM DUMP TRUCK 22 C                                               0.00          22.11        0.00         0.00        22.11
                                            9.00 MR TRKE              1.00            0           199            0             0          199     22.11


              USR PK WATER TRUCK 2000                                              0.00          16.02        0.00         0.00        16.02
                                            0.50 MR TRKA              1.00            0             8            0             0             a    16.02


              USR PK MOTOR GRADER CAT                                              0.00          24.29        0.00         0.00        24.29
                                            0.50 MR HOTG              1.00            0            12            0             0           12     24.29


              usR Pm OILER                                                        16.50          0.00         0.00         0.00        16.50
                                            2.00 MR OILM              1.00            17            0            0             0           17     16.50


              USR PM TRUCK DRIVER                                                 17.50          0.00         0.00         0.00        17.50
                                            9.00 MR TRKM              1.00           158            0            0             0          158     17.50
              USR PM PEO-backhoe                                                  25.04          0.00         0.00         0.00        25.84        0
                                            2.00 MR PEOM              2.00            26            0            0             0           26     25.84






           LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in DOLLARS -                     CREW ID: EBR00.2    UPS ID: EBRO01










         Tu& 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBRO01:     Cast Baton Rouge Psh Feas. - NED
      WAILED ESTIMATE                                    East Baton Rouge Parish F"sibility Study                                   DETAIL FACE     13
                                                                      A. Bayou Fountain



          A 09. Chawwls and Canals QUANTY UOM CREW ID              OUTPUT        LABOR     EQUIPMNT     MATERIAL      SUPPLIES  TOTAL COST  UNIT COST





            USR PH PEO-dozer                                                     25.84         0.00         0.00          0.00        25.84
                                           1.50 RR PEON             1.00            39             0             0            0          39      25.e4


            USR PH PEO-motor grader                                              25.84         0.00         0.00          0.00        25.84
                                           0.50 RR PEON             1.00            13             0             0            0          13      25.84


            USR PH TRUCK DRIVER - w                                              17.50         0.00         0.00          0.00        17.50

                                           0.50 HR TRKM             1.00              9            0             0            0            9     17.50


            USR PH LABORER                                                       16.67         0.00         0.00          0.00        16.47
                                           1.00 HR LABM             1.00            17             0             0            0          17      16.67


            USR PH flagmen                                                       16.67         0.00         0.00          0.00        16.61
                                           1.00 HR LASH             1.00            1)             0             0            0          17      16.67


            USR PH foreman   3 $26.5                                             26.50         0.00         0.00          0.00        26.50
                                           i.oo HR rOREMAN3         1.00            27             0             0            0          27      26.50


                        d 18" thickl     160*00 CY                                  320          320             0          320          96D       6.00

















































         LABOR ID: EBRO01       EQUIP ID: EBR001                      Currency in DOLLARS                        CREN ID: EBRO01    UPB M: EBRO01










           Tue 27 Sep 1994                                      U.S. Amy Corps of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRO01:    East Baton Rouge Psh Fees. - NED
           DETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE
                                                                       A. Bayou Fountain




            A O9. Channels and Canals QUANTY UOM CREW ID           OUTPUT       LABOR      EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST



                                      A 09013002 03. riprap 16" - dry placement
                                                      The geotextile mat will be laid out once the channel is cut to grade.
                                                      Channel excavation is expected to begin at the downstream end and continue
                                                      upstream. The fabric will be anchored by stone an the bottom of the
                                                      channel. A cherry picker will assist a group of laborers while laying out
                                                      the fabric. Fuseplug dams will be constructed ahead of the excavation in
                                                      order to keep the areas as dry as possible. This item will include cost to
                                                      furnish and place the stone only. The rock will be barge delivered In the
                                                      vicinity of the Mississippi River and Gardere, Rd. A dragline will offload
                                                      the rock into awaiting trucks. The trucks will haul the material to the
                                                      jobsite where a dragline will put it in place.


              USR PM Safety & misc                                                  0.00         0.00         0.00       2600.36      2600.36
                                            1.00 LS                  0.00              0           0             0        2,600       2,600     2600.36


              USR PM & all other operat                                             0.00        43.00         0.00         0.00        43.00
                                            1.00 LS                  0.00              0           43            0             a          43     43.00


              USR PM small tools                                                    0.00        65.00         0.00         0.00        65.00
                                            1.00 LS                  0.00              0           65            0             0          65     65.00
              USR PM stone                                                         0.00         0.00         3.51         0.00          3.51
                                          890.00 TON                 0.00              0           0         3,124             0      3,124       3.51


              USR PM stone  - towing                                               0.00         0.00         0.00         7.00          7.00
                                          890.00 TON                 0.00              0           0             0        6,230       6,230       7.00


              USR PM CRANE AMER 5299-                                              0.00        36.01         0.00         0.00        36.01
                                           20.00 MR   CRNA           1.00              0          720            0             0        720      36.01


              USR PM rock box/hopper                                               0.00         4.00         0.00         0.00          4.00
                                           10.00 HR   BOX1           1.00              0           40            0             a          40      4.00


              USR PM trailer truck, 2                                              0.00        28.00         0.00         0.00        28.00
                                           50.00 HR   TRKH           1.00              0       1,400             0             0      1,400      28.00


              USR PM OILER                                                      16.50          0.00         0.00         0.00        16.50
                                           20.00 HR   OILM           1.00           330            0             0             0        330      16.50


              USR PM TRUCK DRIVER                                                 17.50          0.00         0.00         0.00        17.SO
                                           50.00 HR   TRKM           1.00           875            0             0             0        875      17.50


              USR PM PEO                                                         25.84          0.00         0.00         0.00        25.84
                                           20.00 HR   PEON           1.00           517            0             a             0        517      25.84


              USR. PM LABORER                                                    16.67          0.00         0.00         0.00        16.67
                                           10.00 HR    LABM           1.00           167            0             0             0        167      16
             USR PM foreman 3 $26.5                                             26.50          0.00         0.00         0.00        26.50
                                           10.00 HR   FOREMAN3       1.00           265            0             0             0        265      26.50




           LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                         CREW ID: EBRO01   UPB ID: EBRO01
 










        Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME lOil6:01
                                                 PROJECT EBROO13    East Baton Rouge Psh Fe". - NED
     06AILED EsTmATE                                  East Baton Rouge Parish Feasibility Study                                DETAIL PACE 25
                                                                   A. Bayou Fountain



         A 09. Channels and Canals QUANTY UOM CREW ID          OUTPUT        LABOR    EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                   riprap 16*    dry 890.00 TON                              2,154       .2,268        3,124       6,830       16,376       18.40

































































        LABOR ID: EBROO1      EQUIP IDv EBROO1                    Currency in DOLLARS                      CREW rD: EBROO1    UPB ID: EBRO01











          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                           TIM 10:14:01
                                                   PROJECT &BRO01t     East Baton Rouge PSh Feaf- - NED
          DETAILED ESTMVA=                               East Baton Rouge Parish Feasibility Study                                DETAIL PAGE 10
                                                                      A. Bayou Fountain




           A 09. Channels and Canals QUANTY DOM CREW ID          OUTPUT          LABOR    EQUIPMT      MRTERIAL    SUPPLIES TOTAL COST UNIT COST




                                     A 09013003 01. 1 FT U-fr@ Same Slab
                                                    This item is for all mpipment, labcr@ and imaterials to construct Concrete
                                                    base slab for the concrete m-frasts protection around the sever Line.


                                                    References typical ROD T-4mll bass slab.


             USR PH u-frawo base sla.                                            0.00          0.00         0.00      144.00       144.00
                                         67.00 CY                   0.00             0            0            0       9,649        9,648     144.00


                     2 FT 9-fz=w som,    $1.00 Cy                                    0            0            0       9,648        9,649     144.00

















































                                                                                                                                                0








           LABOR ID: ESR001     EQUIP 10: EBR002                    Currency in DOLLARS                       CREW ID: EBRO01    UPS ID: EBRO01 -










        Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                 PROJECT EBRO01:    Lost Baton Rouge Psh Feas. - NED
     WAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                DETAIL PACE    17
                                                                   A. Bayou Fountain




         A 09. Channels and Canals QUANTY UOM CREW M           OUTPUT         LABOR    EGUIPMNT     KATERIAL    SUPPLIES TOTAL COST UNIT COST




                                   A 09013003 02. 1 FT U-framo wall
                                                  This Item is for all labor, equipment, and materials required to pour 11
                                                  concrete walls for the concrete 6-fr;me protection around the sewer line.


                                                  Reference: typical NOD concrete I-walls;


           USR PH 11 u-frame concr                                             0.00         0.00        0.00      240.00       240.00
                                      100.00 Cy                  0.00             0            0            0     24,000       24,000     240.00


                   1 F`T U-frame wal 100.00 CY                                    0            0            0     24,000       24,000     240.00


























































        LABOR ID: EBROOl      EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID: EBROOl    UPS M: EBR001











            Tue 27 S&P 1994                                      U.S. Army Corps of Engineers                                             TIPM 10:16:01
                                                     PROJECT EBROOI:     East Baton Rouge Psh Foss. - NED
            DETAILED ESTIMM                                East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE
                                                                        A. Bayou Fountain



             A 09. Channials and Canals, QUANTY UGM CREW M         OUT UT          LABOR     EWIPMT       FATERIAL    SUPPLIES TOTAL COST UNIT COST




                                       A 09013003 03. Channel wall Pavement (4")
                                                       This itm in for all equipment. labov. and materials required to place
                                                       concrete channel wall pavement.


                                                       A motor grader will prepare thm.levee surface (fine grade) prior to
                                                       concrete placement. A tractor and water tank will be used to wet the soil
                                                       surface before the concrete is placed. A dozer will assist In positioning
                                                       the concrete chute for the lower squares and will also backfill after the
                                                       concrete has cured.


                                                       it Is assumed that a slLp-forn paver will be used, therefore minimal
                                                       forming will be required.


                                                       A sandblaster w/ a compressor will be used to clean all joints. A joint
                                                       sealant machine will be used to mix/heat the sealant and place it into the
                                                       dummy and expansion joints.


                                                       2her  will be a pump on hand to pump any water that may accumulate.


                                                       ASSM4PTroN: Slope Is either excavated to a IV an 3H or backfilled to a 1 on
                                                       3 slope.                                                                                     0

               USR Mconc slope pvwt-                                                0.52         0.00         0.00         0.00           0.52
                                            60.00 Lr rORMr=0l        200.00            31           a             0            0            31      0.52


               USR PH coneslops pvmt-                                               0.09         0.00         0.00         0.00           0.09
                                         4454.90 SF IRL81            500.00         382             0             0            0          382       0.09


               USR PH cone slope pvmt-                                             22.32         7.25         0.00         0.00           29.56
                                            44.55 So SLOPPAVE01       13.50         994            323            0            0          1,317    29.56


               USR PM  cone slope pvjmt-                                            0.25         0.12         0.00         0.00           0.36
                       production rate in -240 Uhr orINTSLROI 240.00                   79           37            0            0          116       0.36
                       600 If/hr .


               USR PH  concrete materia                                             0.00         0.00         44.29        0.00           44.26
                       - So x 1.234566 cy/sq z MY                     0.00             0            0         2.557            0          2,557    44.29
                       waste


               9SR PM expan Int filler                                              0.00         0.00         0.17         0.00           0.17
                       let part. of' Z part radammV                   0.00             0            0            10            0            10      0.17
                       strip for expansion joint


               USR PM expan jot fillw                                               0.00         0.00         0.19         0.00           0.19
                                           55.70 Lr                   0.00             0            0            11            0            is     -0.19


               USA FM Joint sealer cop                                              0.00         0.00         1.19         0.00           1.19
                                          329.70 LBS                  0.00             0            0           392            0          392       140




            LABOR ID: EBROM       Eourp ID: EBRO01                     Currency in DOLLARS                        CREW ID: EBRO01    UPB ID: EBROOI











        Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10-.16.01
                                                   PROJECT EBRO01:     Cast Baton Rouge Psh Fees. - NED
                  ESTIMATE                              Cast Baton Rouge Parish Feasibility Study                                   DETAIL PAGE     19
     IWTA@
                                                                      A. Bayou Fountain




         A 09. Channels and Canals QUANTY UON CREW ID             OUTPUT         LABOR     EQUIPMT      MATERIAL    SUPPLIES TOTAL COST UNIT COST





           USR PH curing compound                                                0.00         0.00          1.99         0.00         1.69
                   applied at a cov      22.27 GAL                 0.00             0            0             42            0          42        1.69
                   sf/qal


           USR.PK reinforcing mesh                                               0.00         0.00          0.15         0.00         0.15
                                      4677.65 Sr                   0.00             0            0            707            0          707       0.15


           UM PH stakes, core dri                                                0.00         0.00          0.00         2.00         2.00
                                         44.55 SQ                  0.00             0            0             0            69          89        2.00


           UM PH forms, nails, et                                                0.00         0.00          0.00         0.50         0.50
                                         60.00 IF                  0.00             0            0             0            30          30        0.50


           USR PM safety A misc                                                  0.00         0.00          0.00         36.10        36.10
                                          1.00 LS                  0.00             0            0             0            36          36       36.10


                   Channel Wall Pav      55.00 CY                                1,486          360         3,719          155        5,720     104.00













































        LABOR ID: EBRO01      EOUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBROO1    UPi ID: EBRO01












           Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                      PROJECT EBRO01:      East Baton Rouge Psh Fees.      NED
            DETAILED ESTIMATE                              East Baton Rouge Parish Feasibility Study                                    DETAIL FACE
                                                                         A. Bayou Fountain



             A 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT        LABOR      EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                       A 09013003 04. Channel Wall Pavement (6")
                                                       This item in for all labor, equipment, and materials required to construct
                                                       6" channel wall pavement.


                                                       A motor grader will prepare the levee surface (fine grade) prior to
                                                       concrete placement. A tractor and water tank will be used to wet the soil
                                                       surface before the concrete Is placed. A dozer will assist in positioning
                                                       the concrete chute for the lower square*.


                                                       This item of work will be paved by hand labor, NOT machine.


                                                       A sandblaster w/ a compressor will be used to clean all joints. A joint
                                                       sealant machine will be used to mix/heat the sealant and place It into the
                                                       dummy and expansion joints.


                                                       Ono layer of reinforcing is required In the 6" pavement. 2 laborers and 2
                                                       ironworkers will lay out the welded-wire fabric (wwf) prior to concrete
                                                       paving. It Is assumed that the reinforcement will not be continuous into
                                                       the adjacent slab.
                                                                                                                                                     
                                                       Assumption: slope is either excavated to a 1V on 3H or backfilled to a I
                                                       on 3 slope.


               USR PM cone slope pvmt-                                               0.69         0.00         0.00          0.00         0.69
                                            60.00 LF FORMING01         75.00           42             0             0            0          42       0.69


               USR PM cone slope pvmt-                                               0.17         0.00         0.00          0.00         0.17
                                          2321.90 SF IRLB4           500.00          398              0             0            0          398      0.17


               USR PM cone slope pvmt-                                             63.15          6.29         0.00          0.00        69.44
                                            23.22 SO SLOPPAVE03        6.50        1,466            146             0            0       1,612       69.44


               
USR PM cone slope pvmt-                                               0.25         0.12         0.00          0.00         0.36
                      production rate is -240 #/hr orINTSLR01       240.00            41            19             0            0          61       0.36
                      600 lf/hr


               USR PM concrete (2500 p                                               0.00         0.00         45.36         0.00        45.36
                      - SQ x 1.234568 cy/sq x 5%Y                      0.00            0              0        2,048             0       2,048       45.36
                      waste,


               USR PM expan jnt filler                                               0.00         0.00         0.26          0.00         0.26
                      1st part of 2 part redwoodF                      0.00            0              0           19             0          19       0.26
                      strip for expansion joint


               USR PM expan jnt filler                                               0.00         0.00         0.29          0.00         0.29
                                           74.20 LF                    0.00            0              0           22             0          22


               USR PM joint sealer cmp                                               0.00         0.00         1.19          0.00         1.19
                                          172.83 LBS                   0.00            0              0          205             0          205      1.19





            LABOR ID: EBROO1     EQUIP ID: EBRO01                      currency in DOLLARS                          CREW ID: EBROO1   UPB ID: EBROO1
 










         Too 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIM 10:16:01
                                                    PROJECT EBRO01:     Last Baton Rouge Psh Fees. - NED
      *7ArLED ESTIMTE                                    East Baton Rouge Parish Feasibility Study                                    DETAIL Ph(M     21
                                                                       A. Bayou Fountain




          & 09. Channels and Canals QUAM UOM CREW rD               OUTPUT         LABOR     EQUIPPM       MATERIAL    SUPPLIES TOTAL COST UNIT COST





            USR PH curing compound                                                0.00          0.00         1.99          0.00          1.99
                    applied at a cov      11.61 GAL                  0.00              0            0           22              a          22       1.89
                    sf/qal


            USR PM. reinforcing mesh                                              0.00          0.00         0.15          0.00          0.15
                                       2438.00 sp                    0.00              a            0          369              0         369       0.15


            VSR PH stakes, care dri                                               0.00          0.00         0.00          3.00          3.00
                                          23.22 SQ                   0.00              0            0             0           70            70      3.00


            USR P14 forms, nails, at                                              0.00          0.00         0.00          0.75          0.75
                                          60.00 LF                   0.00              0            0             0           45            45      0.7s


            USR PM makeshift chute                                                0.00          0.00         0.00          0.00           0.00
                                           1.00 LS                   0.00              0            0             0             a            0       0.00


            USR PM small tools (5%                                                0.00          98.00        0.00          0.00          98.00
                                           1.00 LS                   0.00              0           98             a             0                   98.00


            USR PM safety     mine                                                9.00          2.00         -1.08        139.8e        149.90
                                           1.00 LS                   0.00              9            2            -1          140           150     149.00


                    Channel Wall Pav      43.00 cy                                1,956           265        2,684           255         5.260    120.00




































         LABOR ID: ESR001       EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW ID: ESR00l    UPS ID: EBR001










           Too 27 Sep,1994                                        U.S. Army Corps of Engineers                                             TIM 10:16.01
                                                      PROJECT EBRO01:     Cast Baton Rouge Psh Feas. - NED
           DETAILED ESTIMNTF                               East Baton Rouge Parish Feasibility Study                                   DETAIL PAGE
                                                                         A. Bayou Fountain




            A O9.;eCh&nnel& and canals QuANTy UOM CREW ID            OUTPUT        LABOR      EQUIPWT       MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                       A 09013003 05. Channel Wall Pavement (81)
                                                       This item is for all equipment, labor, and materials required to construct
                                                       80 channel wall pavement.


                                                       This operation is the same as that for 60 channel wall pavement.


               U&N. PH cone slope pwt-                                               0.69         0.00         0.00          0.00          0.69
                                            60.00 IF FORMINGOI        75.00            42            0             . 0           0          42       0.69


               USR PH cone slope pvmt-                                               0.17         0.00         0.00          0.00          0.17
                                         2511.00 SF IRL94            500.00          430             0             0             0         430       0.17


               USR PH  cone slope pvmt-                                            83.77          0.34         0.00          0.00        92.12
                                            25.11 SQ SLOPPAVE03        4.90        2,104            210            0             0       2,313       92.12


               USR PH cone slope pvmt-                                               0.25         0.12         0.00          0.00          0.36
                       production rate, is -240 #/hr orINTSLROl      240.00            64            39            0             0         123       0.36
                       600 lf/hr


               USR PK concrete (2500 p                                               0.00         0.00         45.36         0.00        45.36
                       - 50 x 1.234568 cy/sq z SOY                     0.00             a            0         2,953             0       2,953       4
                       waste


               USA PM expan jnt filler                                               0.00         0.00         0.35          0.00          0.35
                       lot part of 2 part rodwoodF                     0.00             0            0             11            0          11       0.35
                       strip for expansion joint


               USR Pm expan jnt filler                                               0.00         0.00         0.39          0.00          0.39
                                            32.30 IF                   0.00             0            0             13            0          13       0.39


               USR PM joint sealer cmp                                               0.00         0.00         1.19          0.00          2.19
                                           348.96 LBS                  0.00             0            0             415           0         415       1.19


               USR PH curing compound                                                0.00         0.00         1.89          0.00          1.09
                       applied at a cov     22.56 GAL                  0.00             0            0             24            0          24       1.09
                       ef/gal


               USR PH reinforcing mesh                                               0.00         0.00         0.15          0.00          0.25
                                         2636.55 SF                    0.00             0            0             399           0         399       0.15


               UsR rM stakes, core dri                                               0.00         0.00         0.00          3.00          3.00
                                            25.21 so                   0.00             0            0             0            75          75       3.00


               USR PH forms, mails, at                                               0.00         0.00         0.00          0.75          0.75
                                            60.00 IF                   0.00             0            0             0            45          45       0.75


               USR PH, small tools (SO                                               0.00       232.00         0.00          0.00        132.00
                                             1.00 IS                   0.00             0           232            0             0         232      13


               qSR PX safety & misc                                                  0.00         0.00         0.00        466.00        466.00
                                             1.00 LS                   0.00             0            0             0           466         466     466.00




           LABOR ID: EBRO01      EQUIP ID: EBROOl                       Currency in DOLLARS                        CREW ID: EBRO01    UPS ID:   EBRO01











        Tus 27 Sep 1994                                       U.S. Amy Corps of Engineers                                            TIME 10:16:01
                                                  PROJECT EBROOI:     Last Baton Rouge Pah Feas. - NED
      OTAILED ESTIMATE                                  East Baton Rouge Pariah Feasibility Study                                 DETAIL PAGE    23
                                                                     A. Bayou Fountain




          A 09. Channels and Canals QUANTY UOM CREW ID,         OUTPUT         LABOR     EQUIPMNT    MATERIAL      SUPPLIES TOTAL COST UNIT COST





                   Channel Wall Pav     62.00 CY                               2,659          381        3,914          586        7,440      120.00












































































         LABOR ID: EBROOI      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW M: EBRO01     UPS ID: EBRO01










          Tue 27 Sep 1994                                        U.S. Army Corps of Enqinoers                                             TIM 20:16:01
                                                     PROJECT EBROOI:     Last Raton Rouge Psh Foam. - NED
           ECTAILED MMIMATE                                Last Baton Rouge Parish Feasibility Study                                   DETAIL PAGE
                                                                        A. Bayou Fountain



            A 09. ChAn la and Canals QUANTY UOM CREW ID              OUTPUT        LABOR     EQUIPMT       KRTERIAL    SUPPLIES TOTAL COST UNIT COST




                                      A 09019905 02. Fence jchaln link)
                                                      This it= will include cost to do the following works
                                                      Construct a chain link fence along tfie top edge of the concrete.
                                                      Three laborers will construct the fence


              USR PH install chain li                                              1.00          0.12         0.00          0.00         1.12
                                          300.00 LF   LASRS           50.00          300            37            0            0          337       1.12


              USR PH 51 chain link -                                               0.00          0.00         1.69          0.00         1.89
                                          300.00 IF                   0.00             0            a           561            a          561       1.99


              USR PR line post - 2 3/                                              0.00          0.00         13.50         0.00         13.50
                                           30.00 EA                   0.00             0            0           405            0          405       13.50


              USR PM #6 gage tension                                               0.00          0.00         0.10          0.00         0.10
                                          300.00 LF                   0.00             0            a             29           0           29       0.10


              MM PK #9 Is" Line PCs                                                0.00          0.00         0.10          0.00         0.10
                                          150.00 EA.                  0.00             0            0             15           0           is       0.10


              USR PM #22 qaqe top ral                                              0.00          0.00         0.09          0.00         0.09
                                          300.00 EA                   0.00             0            0             26           0           26       0.00

              UM PH 1 5/8 od top rai                                               0.00          0.00         1.19          0.00         1.19
                                          300.00 Lr                   0.00             a            0           356            0          356       1.19


              USR PH top connection                                                0.00          0.00         3.25          0.00         3.15
                                           30.00 EA                   0.00             0            0             95           0           95       3.15


              USR PM safety 6 stisc                                                0.00          0.00         0.00         23.54         23.54
                                            1.00 LS                   0.00             0            0             0          , 24          24       23.54


              USR PH concrete (200#/p                                              0.00          0.00         3.24          0.00         3.24
                                           30.00 EA                   0.00             0            0             97           0           97       3.24


              USR PH slm@mv*                                                       0.00          0.00         0.99          0.00         0.99
                                           30.00 EA                   0.00             a            0             30           0           30       0.99


                     Fence (chain lin 300-00 LF                                      300            37        1,620            24        1,980      6.60



















          LABOR ID: EBRO01      EQUIP IDs EBROQ1                       Currency in DOLLARS                        CREW ID* rBRO01    UPS ID: EBR001











         Tue 27 Sep,1994                                       U.S. Army Corps of Engineers                                           TDM 10:16:01
                                                   PROJECT EBROO1.     East Baton Rouge Psh Fees. - RED
     IDETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                 DETAIL PACE     25
                                                                     A. Bayou Fountain




          A 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR     EQUIPMRT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                     A 09019906 01. Aesthetic Tres Planting
                                                    This item is for all wpipment, labor. and materials required to plant
                                                    trees. 4 laborers will be used to plant trees. A flatbed truck will be
                                                    used to haul trees to planting sites.


                                                    Note: Cost for-trees based an assumptions of the following trees
                                                           5 gallon, 2 year crop


                                                    10 cypress     $6 ea
                                                    5 drake elm    $14 iss
                                                    5 swamp red maple - $6 a&
                                                    10 sweet gum - $6 a&
                                                    25 water oak - $6 a&

                                                    30 willow oak     $6 a&
                                                    5 crepe myrtle     68 se
                                                    10 flash pine     $11 a&


                                                      WEIGHTED COST: $7/tree


            USR PM tree planting -                                               3.69         0.47         0.00          0.00         4.16
                                       1050.00 Eh TREE019          30.00        3,874           495           0             0        4,369       4.16


            USR PH.small toolz(5% a                                              0.00        194.00        0.00          0.00       194.00
                                          1.00 LS                  0.00              0          194           0             0          194     194.00


            USR PH trees                                                         0.00         0.00         7.56          0.00         7.56
                                       1050.00 EA                  0.00              0            0        7,938            0        7,938       7.56


            USR PH safety & misc                                                 0.00         0.00         0.00         98.90        98.90
                                          1.00 LS                  0.00              0            0           0            99           99      98.90


                    Aesthetic Tree P 1050.00 EA                                 3,874           699        7,938           99       12,600      12.00
































         LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ID: EBRO01    UPS ID: EBROOl










           TUG 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIM 10:16.02
                                                    PROJECT COR001:     East Baton Rouge Psh reas. - NED
           DETAILED ESTINNin                             Cast Baton Rouge Parish Feasibility Study                                  DETAIL PACE
                                                                      A. Bayou Fountain




            A: 09. Channels md Canals QuAXITY DOM CREW ID          OUTPUT       LABOR      EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                      A 09019906 02. Aesthetic Shrub Planting
                                                     This item is for all equipment, labor, and materials, required to plant
                                                     shrubs. 4 laborers will be used to @lant shrubs. A flatbed truck will be
                                                     used to haul shrubs to planting sites.


              USR PM shrub planting                                               3.69         0.47         0.00          0.00         4.16
                                        2760.00 CA TREE01B          30.00       6,493            830           0             0       7,323       4.26


              USR PM small tools15% a                                             0.00       325.00         0.00          0.00      325.00
                                           1.00 LS                  0.00              0          325           0             0          325    325.00


              USR PM shrubs                                                       0.00         0.00         4.32          0.00         4.32
                                        1760.00 EA                  0.00              0            a        7,603            0        7,603      4.32


              USR PM safety  & mise                                               0.00         0.00         0.00        236.42      236.42
                                           1.00 LS                  0.00              0            0           0           236          236    236.42


                      Aesthetic Skrob 176C.00 FA                                6,493          I'm          7,603          236      15,488       8.60

                      Channels and Can                                         578,188      638,375        65,036      162,933   1,444,532       0













                                                                                                                                                 0






           LABOR ID: EBR001     EQurP ID: EBRO01                     Currency im DOLLARS                       CREW ID: EBROOl    UPB ID: EBROOI











        Tue 27 Sep 1994                                     U.S. Amy Corps of Engineers                                         TIME 10:16:01
                                                PROJECT EBR001%    East Baton Rouge Psh F"s. - NED
      *TJLILEV ESTIMATE                              East Baton Rouge Parish Feasibility Study                              DETAIL PAGE     27
                                                                  A. Bayou Fountain



         A.29. Project Cooperation QUANTY UOM CREW rD         OUTPUT        LABOR     EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST   UNIT COST




                 A 29. Project Cooperation Agreements


           USR    Project Cooporat                                            0.00        0.00         0.00    4100.00       4100.00
                                        1.00 IS                 0.00             0           0            0      4,100         4,100   4100.00


                  Project Cooperat                                               0           0            0      4,100         4,100
































































        LABOR M.- EBRO01     EOUIP'ID: EBR001                    Currency in DOLLARS                     CREW ID: EBR001    UPB ID: EBRO01











           Tue 27 Sep 1994                                      U.S. Amy Corps of Engineers                                           TIME 10:16:01
                                                    PROJECT ESR001:    East Baton Rouge Psh Fees. - NED                                   PACE 0
           DETAnED ESTIMATE                              East Baton Rouge Parish F"sibility Study                                  DETAIL
                                                                      A. Bayou Fountain




            K 30. Engineering and Des QUAM DOM CREW rD            OUTPUT         LABOR     EQUIPMNT     MATERIAL     SUPPLIES  TOTAL COST UNIT COST



                    A 30. Engineiarinq and Design


              9SR     Engineering &Ad                                             0.00         0.00         0.00    852000.00   051000.00
                                           1.00 LS                  0.00             0            0            0      851.000     851,000 852000.00


                      Engineering and                                                0            0            0      e5l,ooo     851,000






































































           LABOR IDS EBRO01     EQUIP IDS ESROOl                     Currency in DOLLARS                      CREW IDS EBRO01    UPS IV: EBRO01










        Tu* 27 Sep 1994                                    U.S. Army Corps of Engineers                                        TI?M 10:16:02
                                                PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
      *&,LED ESTIMATE                                Cast Baton Rouge Parish Feasibility Study                              DETAIL FACE    29
                                                                  A. Bayou Fountain



         A 31. Construction Manage QUANTY UOM CREW M         OUTPUT         IASOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COW




                 a 31. construction Management


           VSR    Construction Man                                           0.00         0.00        0.00    304000.00  304000.00
                                       1.00 LS                 0.00             0            0           0      304,000    304,000 304000.00


                  Construction Man                                              0            0           a      304,000    304,000


                  Bayou Fountain                                          581,926   1,639,054       69,613    1,344,927  3,634,520

































































        LABOR ID: EBROOI     EQUIP ID: EBROO!                    Currency in DOLLARS                    CREW ID: EBRO01    UPS ID: EBRO01











           Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                    PROJECT EBRO01:     East Baton Rouge Psh Fess. - NED
           DETAILWESTIMATE                                East Baton Rouge Parish Feasibility Study                                 DETAIL PAa
                                                                         D. Jones Creek




            B; 01., Lands and Damages    QUAW7Y UOM CREW M         OUTPUT         LABOR    EOUIPMNT      MATERIAL    SUPPLIES TOTAL COST MIT COST




                S. Jones Creek
                    8 01. Lands and Damages


              USR     Lands and Damage                                             0.00        0.00          0.00   393020.00    393020.00
                                            1.00 LS                  0.00             0           0              0    393,020      393,020 393020.00


                      Lands and Damage                                                0                          0    393,020      393,020


































































           LABOR ID: EBRO01     EQUrP ID: EBROOI                      Currency in DOLLARS                      cREw rD: EBRO01     UPS M: EBRO01










         Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                   PROJECT EBRO01:     Last Baton Rouge Psh Feas. - NED
      WAILED LSTIKATE                                    Cast Baton Rouge Parish Feasibility Study                                  DETAIL PAGE 31
                                                                        S. Jones Creek




          9 06. Fish G Wildlife Fee QUARTY UOM CREW M              OUTPUT        LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                   3 06. Fish & Wildlife Facilities
                                     8 06037102 01. Fencing - barbed wire
                                                     This itm will include cost to d@ th; following work:


                                                     Fencing the selected mitigation site.


                                                     The fence will consist of poles spaced appropriately with 4 strands of
                                                     barb-wire.




                                                     let site           6432 lf


            USR PH Fencing                                                       1.98           0.36        0.00          0.00         2.34
                                       6432.00 IF TRACTOR1          17.02       12,728         2,313             0            0       15,041      2.34


            USR PH Fence post                                                    0.00           0.00        1.62           0.00        1.62
                                       6432.00 Lr                    0.00             0            0       10,420             0       10,420      1.62


            USR PH Barbed wire - 4                                               0.00           0.00        0.03          0.00         0.03
                                         25728 IF                    0.00             0            0          834             0          634      0.03


            USR PH safety A misc                                                 0.00           0.00        0.00       1146.90       1748.90
                                           1.00 LS                   0.00             0            0             0        1,749        2,749    1748.90


                    Fencing - barbed 6432.00 IF                                 12,728         2,313       21,253         1,749       28,043      4.36






































         LABOR ID: EBRO01       EQUIP ID: EBRO01                     Currency in DO:-,ARS                        CREW M: EBRO01    UPS ID: EBROGI











           Tue 27 Sep 29%4                                     U.S. Army Corps of Engineers                                          TDM 10:16:01
                                                   PROJECT EBROOl:     fast Baton Rouge Pah Fees. - RED                                   PAGE
           DETAZLW, LVXVM=                               East Baton Rouge Parish Feasibility Study                                DETAIL
                                                                        9. Jones Crook




            a M, r1sM M: WSMIft rac GUAM VON CREW ID               OUTPUT       LRSOR     EQUIPMNT     NATERIAL    SUPPLIES TOTAL COST UNIT COST




                                     a 06037302 01. Planting Trees
                                                     This Ltm will include cost to do the following work:


                                                     Planting the selected mitigation site.


                                                     Planting 300 trees per acre (121 z 120) in cleared areas. Seedlings will
                                                     consist of 4 species of oak (Nuttall, water, willow, cherry bark) and sweet
                                                     pecan.




                                                     Ist site       111 acre


              OW PH Planting trees                                              42.16         7.66         0.00          0.00      49.83
                                         211.00 AC   TRACToRl       0.80        4,680           851           0             0      5,531       49.03


              VSR FWasodlImjs (300                                                0.00        0.00         0.16          0.00        0.16
                                          33300 EA                  0.00             0            0        5,395            a      5,395        0.16


              VSR M Safety a aLisc                                                0.00        0.00         0.00       729.68      729.68
                                           2.00 LS                  0.00             0            a           0           730          730   72*

              USR PK Land preparation                                             0.00        0.00         0.00        15.00       15.00
                                         111.00 AC                  0.00             0            0           0        1,665       1,665       15.00


                     Planting Trees      111.00 AC                              41680           951        S,395       2,395      13,320      120.00



                     r1sh, & Wildlifim-                                         17,400        3,164      16,648        4,144      41,363


































           LABOR ID.- F.BR001   nQUIP ID; EBROOI                     Currency in DOLLARS                      CREW ID: EBRO01    UPB ID: EBRO01






     &Tue 27 Sep 1994                                                     U.S. Army Corps Of Engineers                                                     TIME 10:16:01
                                                            PROJECT EBRO01:        East Baton Rouge Pah Feas. - NED
            DETAILED ESTIMATE                                     East Baton Rouge Parish Feasibility Study                                            DETAIL PACE       33
                                                                                    B. Jones Creek



            ----- - -- - --- - ---------- -     - --------- - ----------- -

             B 09. Channels and Canals QUANTY UOM CREW ID                   OUTPUT            LABOR      EQUIPMNT       MATERIAL      SUPPLIES TOTAL COST UNIT COST

                               - -----------



                       B 09. Channels and Canals
                                            B 09010101 01. Mob a Demob
                                                             This item will include cost to do the following work:
                                                             mob and demob, all equipment


                                                                            1 operation
                                                                                   mob              I day
                                                                                   demob            1 day
                                                                                   subtotal         2 days


                                                                               of contracts          2


                                                                            2 operation x       2 contracts - 4 operations


                                                               4 operations x 2 wd            operation      8 days + 2 days (additional)           10 wd


                USA, PH AIR COMPRESSOR                                                        0.00           2.92           0.00           0.00           2.92
                                                100.00 HR AIRF                 1.00               0            292              0               0          292        2.92


                USR PH BACKHOE CAT 225B                                                       0.00           20.95          0.00           0.00          20.95
                                                200.00 HR BKHB                 1.00               0          4,190              0               0        4,190       20.95


                USR PH BACKHOE CAT 235                                                        0.00           39.52          0.00           0.00          39.52
                                                100.00 HR BKHC                 1.00               a          3,952              0               0        3,952       39-52


                USR PH chipping machine                                                       0.00           15.00          0.00           0.00          15.00
                                                100.00 HR CHIPPER              1.00               0          1,500              0               0        1,500       15.00


                USR PH chainsaw, Homeli                                                       0.00           0.17           0.00           0.00           0.17
                                                200.00 HR CHNSAW               1.00               a              34             0               0            34       0.17


                USR PH CHERRYPICKER GRO                                                       0.00           13.53          0.00           0.00          13.53
                                                100.00 HR CHYA                 1.00               0          1,353              0               0        1,353       13.53


                USR PH sealant hot mize                                                       0.00           3.50           0.00           0.00           3.50
                                                100.00 HR CMLT                 1.00               0            350              0               0          350        3.50


                USR PH CONCRETE PAVER 2                                                       0.00           27.97          0.00           0.00          27.97
                                                100.00 HR CNPV                 1.00               0          2,797              a               0        2,797       27.97


                USR PH DOZER D-4 W/3LAD                                                       0.00           7.56           0.00           0.00           7.56
                                                100.00 HR DOZA                 1.00               0            756              0               0          756        7.56


                USR PH DOZER D-6 W/BLAD                                                       0.00           13.85          0.00           0.00          13.85
                                                500.00 HR DOZB                 1.00               0          6,925              0               0        6,925       -13.85


                USR PH F E LOADER CAT 9                                                       0.00           13.73          0.00           0.00          13.73
                                                100.00 HR FELA                 1.00               0          1,373              0               0        1,373       13.73


                USR PH MOTOR GRADER CAT                                                       0.00           13.17          0.00           0.00          13.17
                                                100.00 HR MOTC                 1.00               0          1,317              0               0        1,317       13.17




            LABOR ID: EBROO1         EOUIP ID: EBRO01                           Currency in DOLLARS                             CREW 10: EBROO1       UPB ID.    EBR001











            Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                TIME 10:16:01
                                                        PROJECT EBRO01:      East Baton Rouge Psh Feas. - NW
             DETAILED ESTrMTE                                 Cast Baton Rouge Parish Feasibility Study                                      DETAIL PACE
                                                                               B. Jones Crook




              B 09. Channels and Canals QUANTY U014 CREW M               OUTPUT        LABOR      EGUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST





                UsR PH WATER PUMP 3" HO                                                 0.00          0.15          0.00          0.00          0.15
                                             100.00 HR PMPC               1.00             0             15            0             0             15      0.15


                USR PH trencher, chain,                                                 0.00          1.74          0.00          0.00          1.74
                                             100.00 RR T30DWO02           1.00             0            174            0             0           174       1.74


                USR PH FARM TRACTOR JD                                                  0.00          2.24          0.00          0.00          2.24
                                             100.00 HR TRCB               1.00             0            224            0             0           224       2.24


                USR PH WATER TRUCK 2000                                                 0.00          5.97          0.00          0.00          5.97
                                             100.00 HR TRKA               1.00             0            597            0             0           597       5.97


                USR PH Dump truck, 12 c                                                 0.00          22.00         0.00          0.00        22.00
                                            3100.00 HR TRKI               1.00             0         68,200            0             0       68,200        22.00


                USR PH CARPENTER                                                       26.04          0.00          0.00          0.00        26.04
                                             200.00 HR CAMM               2.00         5,208             0             0             0        5,208        26.C4


                USR PH CEMENT MASON                                                    23.26          0.00          0.00          0.00        23.26
                                             400.00 HR CMNM               1.00         9,305             0             0             0        9,305        20

                USR PH foreman 3 426.5                                                 26.50          0.00          0.00          0.00        26.50
                                             500.00 HR FOREKAN3           1.00        13,250             0             0             0       13,250        26.50


                USR PH IRONWORKER                                                      26.18          0.00          0.00          0.00        26.18
                                             100.00 HR IRNM               1.00         2,618             0             0             0        2,618        26.18


                USR P14 LABORER                                                        16.67          0.00          0.00          0.00        16.67
                                             400.00 HR LASH               1.00         6,668             0             0             0        6,668        16@61


                USR PH PEO-ALL EXCPT DR                                                25.84          0.00          0.00          0.00        25.84
                                            1800.00 RR PEON               1.00        46,511             0             0             0       46,511        25.84


                USR PH TRUCK DRIVER                                                    17.50          0.00          0.00          0.00        17.50
                                            3100.00 HR TRKK               1.00        54,250             0             0             0       54,250        17.50


                USR PH LABORER                                                         16.67          0.00          0.00          0.00        16.67
                                            1000.00 HR LABM               1.00        16,670             0             0             0       16,670        16.67


                USR PH LABORER (reinf)                                                 16.67          0.00          0.00          0.00        16.67
                                             200.00 HR LABM               1.00         3,334             0             0             0        3,334        16,67


                USR PH trailerinq                                                       0.00          0.00          0.00       1500.00      1500.00
                                              72.00 EA                    0.00             0             0             0       108,000      108,000      1500,00
                USR PH safety A mise                                      0.00         -2.00          0.00          0.00      16137.32      16135.32       10
                                               1.00 LS                                     -2            0             0        16,137       16,135    1613


                        Mob 6 Demob                                                  157,814         94fO49            0       124,137      376,000





             LABOR ID: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW 10: EBRO01      upB rD: EBRO01











          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                   PROJECT EBR001:     East Baton Rouge Psh Fees. - NED
          DETAILED ESTIMATE                              East Baton Rouge Parish Feasibility Study                                 DETAIL PAGE    35
                                                                        B. Jones Creek



                                                                                               - ----------            - - -- - ----------- - -
           B 09. Channels and Canals QUANTY UOM CREW ID           OUTPUT         LABOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST

                     - - - - - ----- -------------      - ------



                                     B 09011502 01. Clearing for Channel Dredging
                                                     This item will include all cost to clear and grub the:
                                                     1. channel right of way
                                                     2. access right of way


                                                     Because the burning of clearing debris is not allowed, and there was no
                                                     indication of what to do with the debris, we assumed the debris would be
                                                     chipped. The chipped material will be disposed of properly.


             USR PM Clearing w/D-6,F                                            686.80       460.70         0.00         0.00      1147.50
                                         272.00 AC CLEARING2        0.20      186,809       125,310            0            0      312,119   1147.50


             USA PM Grubbing w/ Cat                                             520.10       628.95         0.00         0.00      1149.05
                                         272.00 AC GRUBBING1        0.20      141,466       171,074            0            0      312,540   1149.05


             USR PM safety & misc                                                 0.00         0.00         0.00     49900.50     49900.50
                                           1.00 LS                  0.00             0            0            0       49,901      49,901   49900.50


                     Clearing for Cha 272.00 AC                               328,275       296r385            0       49,901      674,560   2480.00

















































          LABOR ID: F-BRO01     EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ID: EBRO01     UPS ID: EBRO01











            Tue 21 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE
                                                                           S. Jones Creek




             B 09. channels and Canals QUANTY UOM CREW ID             OUTPUT        LA13OR    EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                         3 09011502 02. Degrading, hauling, shaping 16mi
                                                        This item consists of three operations:
                                                        1) a backhoe will excavate material &nd load into waiting trucks. The
                                                        material will be hauled to locations within 2 miles. A dozer will be used
                                                        at the excavation site and the disposal site.
                                                        Quantity: 105,000 cy 0 100 cy/hr - 2 mile/ 1 way


                                                        2)a backhoe will excavate material and load into awaiting trucks. The
                                                        material will be hauled to Devil's swamp. A dozer will be used full time at
                                                        the excavation site and at the disposal site.
                                                        Quantity: 57,000 cy @ 210 cy/hr - 22 mile/ 1 way


                                                        3)a dozer and a motor grader will shape areas where excavation or fill is
                                                        not required. The reach is given as 6 miles.
                                                        Quantity: 31,680 LF 0 300 LF/wd




                                                        ASSUMPTION:
                                                        A narrow strip of road access is available on each side of all the creeks
                                                        or bayous. The strip either exists already or is built as part of the
                                                        backfill item. The backfill item restores the crook or bayou to the design
                                                        template which has enough width at the top of bank to allow passage of
                                                        trucks.


                                                        Work will progress in phases since continuous access is not available.
                                                        Phase 1: excavate/fill on one side of the channel.
                                                        Phise 2: once excavation/fill has progressed enough, then that work will be
                                                        halted and the concrete paving operation will advance up to the area where
                                                        excavation/fill was halted. This type of operation Is necessary since ROW
                                                        is limited to 20 ft making it impractical for two-way passage of haul and
                                                        concrete trucks.


               USR PM 8ACKHOE CAT 225B                                              0.00         36.92         0.00         0.00         36.92
                                          1050.00 HR BKHB              1.00             0       38,766            0             0      38,766      36.92


               USR PM DOZER D-6 W/BLAD                                              0.00         32.01         0.00         0.00         32.01
                                          2100.00 HR DOZB              1.00             0       67,221            0             0      67,221      32-01


               USR PM Dump truck, 12 c                                              0.00         22.00         0.00         0.00         22.00
                                          6300.00 HR TRKI              1.00             0      138,600            0             0      138,600     22.00


               USR PM WATER TRUCK 2000                                              0.00         16.02         0.00         0.00         16.02
                                           525.00 HR TRKA              1.00             0        8,411            0             0        8,411     16.02


               USR PH MOTOR GRADER CAT                                              0.00         24.29         0.00         0.00         24.29
                                           525.00 HR MOTG              1.00             0        12,752           0             0      12,752      24.29
               USA PM OILER                                                         16.50          0.00        0.00         0.00         16.50     0
                                          1050.00 HR OILM              1.00        17,327             a           0             0      17,327      16.50






            LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UPB ro: EBRO01











          Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
          DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                    DETAIL PACE    37
                                                                           B. Jones Crook




           B 09. Channels and Canals QUANTY UOM CREW 10              OUTPUT        LABOR      EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST





              USR PM TRUCK DRIVER                                                  17.50         0.00          0.00         0.00         17.50
                                         6300.00 HR TRKM              1.00       110,250             0             0             0      110,250     17.5()


              USR PM PEO-backhoe                                                   25.84         0.00          0.00         0.00         25.84
                                         1050.00 HR PEOM              1.00       27,132              0             0             0      27,132      25-84


              USR FM PEO-dozer                                                     25.B4         0.00          0.00         0.00         25.84
                                         2100.00 HR PEOM              1.00       54,263              0             0             0      54,263      25.84


              USR FM PEO--motor grader                                             25.84         0.00          0.00         0.00         25.84
                                          525.00 HR PEOM              1.00       13,566              0             0             0      13,566      25-84


              USR PM TRUCK DRIVER - w                                              17.50         0.00          0.00         0.00         17.50
                                          525.00 HR TRKM              1.00         9,188             0             0             0       9,188      17.50


              USR PM LABORF.R                                                      16.67         0.00          0.00         0.00         16.67
                                         1050.00 HR LARM              1.00       17,504              0             0             0      17,504      16.67


              USR PM flagman                                                       16.67         0.00          0.00         0.00         16.67
                                         1050.00 HR LABM              1.00       17,504              0             0             0      17,504      16.67


              USR PM foreman 3 $26.5                                               26.50         0.00          0.00         0.00         26.50
                                         1050.00 HR FOREMAN3          1.00       27,825              0             0             0      27,825      26.50


              USR PK haul roads (-104;                                              0.00         0.00          0.00      48593.00     48593.00
                                            1.00 LS                   0.00              0            0             0       48,593       48,593   48593.00


              USR PM small tools                                                    0.00       8837.00         0.00         0.00        8837.00
                                            1.00 LS                   0.00              0        8,837             0             0       8,837     8837.00


              USR PM all other operat                                               0.00       5315.00         0.00         0.00        5315.00
                                            1.00 LS                   0.00              0        5,315             0             0       5,315    5315.00


              USR PM safety A misc                                                  0.00         0.00          0.00      32926.60     32926.60
                                            1.00 LS                   0.00              0            0             0       32,927       32,927    32926.60


              USR PM BACKHOE CAT 225B                                               0.00         36.92         0.00         0.00         36.92
                                          271.00 HR BKHB              1.00              0       10,005             0             0      10,005      36.52


              USR PM DOZER D-6 W/BLAD                                               0.00         32.01         0.00         0.00         32.01
                                          542.00 HR DOZS              1.00              0       17,349             0             0      17,349      32.01


              USR PM Dump truck, 12 c                                               0.00         22.00         0.00         0.00         22.00
                                         7859.00 HR TPKI              1.00              0      172,898             0             0      172,898     22.00


              USR PM WATER TRUCK 2000                                               0.00         16.02         0.00         0.00         16.02
                                          136.00 HR TRKA              1.00              0        2,179             0             0       2,179      16-02


              USR PM MOTOR GRADER CAT                                               0.00         24.29         0.00         0.00         24.29
                                          136.00 HR MOTC              1.00              0        3,303             0             0       3,303      24.29



           LABOR ID: E&RO01      EQUIP ID: EBRO01                      Currency In DOLLARS                         CREW ID: EBRO01      UPS ID: EBRO01











            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10:16:01
                                                        PROJECT EBRO01:     East Raton Rouge Psh Feas. - NED                               DET          10
            DETAILM ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                        AIL PAGE
                                                                             B. Jones Creek




             B 09. Channels and Canals OUANTY UOM CREW ID              OUTPUT        LABOR       EQUIPMUT     MATERIAL     SUPPLIES TOTAL COST UNIT COST






                USR PM OILER                                                         16.50          0.00          0.00         0.00         16.50
                                            271.00 HR OILM               1.00        4,472             0             0             0        4,472      16.50


                USR PM TRUCK DRIVER                                                  17.50          0.00          0.00         0.00         17.50
                                           7859.00 HR TRKM               1.00       137,533            0             0             0      137,533      17.50


                USR PM PEO-backhoe                                                   25.84          0.00          O.OD         0.00         25.84
                                            271.00 HR PEOM               1.00        7,003             0             0             0        7,003      25.84


                USR PM PEO-dozer                                                     25.84          0.00          0.00         0.00         25.84
                                            542.00 HR PEOM               1.00        14,005            0             0             0       14,005      25.84


                USR PM PEO-motor grader                                              25.84          0.00          0.00         0.00         25.84
                                            136.00 HR PEOM               1.00        3,514             0             0             0        3,514      25.84


                USR PM TRUCK DRIVER - w                                              17.50          0.00          0.00         0.00         17.50
                                            136.00 HR TRKM               1.00        2,380             0             0             0        2,380      17.50


                USR PM LABORER                                                       16.67          0.00          0.00         0.00         16.67
                                            271.00 HR LARM               1.00        4,518             0             0             0        4,518      160,

                USR PM flagmen                                                       16.67          0.00          0.00         0.00         16.67
                                            271.00 HR LABM               1.00        4,518             0             0             0        4,516      16.67


                USR PM foreman 3 $26.5                                               26.50          0.00          0.00         0.00         26.50
                                            271.00 HR FOREMAN3           1.00        7,182             0             0             0        7,182      26.50


                USR PM haul roads (100)                                               0.00          0.00          0.00      34133.00     34133.00
                                              1.00 Ls                    0.00             0            0             0        34,133       34,133    34133.00


                USR PM small tools                                                    0.00        5553.00         0.00         0.00       5553.00
                                              1.00 LS                    0.00             0        5,553             0             0        5,S53     5553.00


                USR PM all other operat                                               0.00        4114.00         0.00         0.00       4114.00
                                              1.00 LS                    0.00             0        4,114             0             0        4,114     4114.00


                USR PM safety & misc                                                  0.00          0.00          0.00      26164.00     26164.00
                                              1.00 LS                    0.00             0            0             0        26,164       26,164    26164.00


                USR PM MOTOR GRADER CAT                                               0.00         24.29          0.00         0.00         24.29
                                           1056.00 HR MOTG               1.00             0        25,650            0             0       25,650      24.29


                USR FM DOZER D-6 W/BLAD                                               0.00         32.01          0.00         0.00         32.01
                                           1056.00 HR DOZB               1.00             0        33,803            0             0       33,803      32.01


                USR FM foreman 3 S26.5                                               26.50          0.00          0.00         0.00         26.50
                                           1056.00 HR FOREmAN3           1.00        27,984            0             0             0       27,984


                USR PM PEO dozer                                                     25.84          0.00          0.00         0.00         25.84
                                           1056.00 HR PEOM               1.00        27,287            0             0             0       27,287      25.84



            LABOR ID: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                        CREW ID: EBROOt      UPB ID: EBR001











          Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:      East Baton Rouge Pah Fe63. - NED
     ODETAILED ESTIMATE                                    East Baton Rouge Parish Feasibility Study                                    DETAIL PACE      39
                                                                           B. Jones Creek



              ---- - - - -----           - ----------- -    - ------              ----- -

           B 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT        LABOR      EOUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST





             USR PM PEO motor grader                                               25.84          0.00          0.00          0.00         25.84
                                         1056.00 HR PEOM                1.00       27,287             0             0             0      27,287       25.84


             USR PM LABORER                                                        16.67          0.00          0.00          0.00         16.67
                                         2112.00 HR LABM                1.00       35,207             0             0             0      35,207       16.67


             USR PM safety 6 misc                                                  -1.00          0.00           0.00      1982.00      1981.00
                                            1.00 LS                     0.00           -1             0             0        1,982         1,981    1981.00

                                                                              - ------ - -----

                     Degrading, hauli 162000 CY                                   597,445       554,756             0      143,799    1,296,000        8.00































































          LABOR ID: EBRO01       EQUIP ID: EBR001                       Currency in DOLLARS                         cREw iD: EBRO01    UPB ID: EBRO01












            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers
                                                                                                                                                    10:16:01
                                                       PROJECT EBRO01:      Cast Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                     DETA-    'ZE
                                                                             B. Jones Creek



                                                   - -- - - - - - -         --- - - - -- - ----- ----- - ----- -

             9 05. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR      EQUIPMT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                         B 09011502 03. Clearing and Snagging
                                                         This Item will include all cost to clear and snag the:
                                                         1. channel right of way


                                                         Because the burning of clearing debris is not allowed, and there was no
                                                         indication of what to do with the debris, we assumed the debris would be
                                                         chipped. The chipped material will be disposed of properly.


                                                         Some areas will have to be cleared so that access will be allowed for the

                                                         excavator.


               USR PM Clearing w/ 0-6,                                              1206.89        906.70         0.00          -0.06      2113.53
                                               3.00 AC CLEARING1          0.10        3,621         2,720              0            0        6,341    2113.53


               USR PM Snagging wl 235,                                              6034.47       6372.00         0.00           0.00     12406.47
                                               3.00 MI SNAGGING1          0.02       18,103        19,116              0            0       37,219  12406.47


               USR'PM safety A mise                                                    0.00          1.00         0.00       2039.00       2040.00
                                               1.00 Ls                    0.00             0             1             0        2,039        2,040    2040.00

                                                                               ----------- ----------- ----------- - - - - -- --       ---
                       Clearing and Sna        3.00 MI                               21,724        21,837              0        2,039       45,600  15200
























            LABOR ID: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                          CREW ID: EBRO01    UPS ID: EBRO01










          Tue 27 Sep 1994                                        U.S. Army corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
     OETAILED ESTIMATE                                     Last Baton Rouge Parish Feasibility Study                                   DETAIL PAGE     41
                                                                          B. Jones Creek



                                        - - - - ---------------------                      - ------ - -------------- - ------------ - ------

           B 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT        LABOR      EQUIPMUT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                      B 09013002 01. sand (8- thick)
                                                      This item will include all cost to place material such that the design
                                                      template for the concrete slope pavement will be filled. A backhoe will
                                                      load the material into the haul trucks. The trucks will dump material and
                                                      a dozer will spread and shape the material. The sand blanket will be
                                                      placed under the 6" concrete.


                                                      ASSUMPTIONS:
                                                      1. Sand is available for borrow in the vicinity of Gardere Rd. and the
                                                      Mississippi River. It is assumed to be pumped from the river.


             USR PH safety 4 misc                                                  0.00          0.00          0.00      3748.50       3748.50
                                            1.00 LS                    0.00            0             0             0        3,749         3,749   3748.50


             USR PH all other operat                                               0.00        6324.00         0.00         0.00       6324.00
                                            1.00 LS                    0.00            0        6,324              0            0         6,324   6324.00


             USR PH small tools                                                    0.00       8461.00          0.00         0.00       8461.00
                                            1.00 LS                    0.00            0        8,461              0            0         8,461   8461.00


             USR PH sand material                                                  0.00         .0.00          0.00         1.25          1.25
                                           84000 CY                    0.00            0             0             0      105,000      105,000       1.25


             USR PH haul roads (10%)                                               0.00          0.00          0.00      57742.00     57742.00
                                            1.00 LS                    0.00            0             0         @ 0         57,742      57,742    57742.00


             USR PH BACKHOE CAT 225B                                               0.00         36.92          0.00         0.00          36.92
                                          400.00 HR BKHB               1.00            0        14,768             0            0      14,769      36.92


             USR PH DOZER D-6 W/BLAD                                               0.00         32.01          0.00         0.00          32.01
                                          600.00 HR DOZB               1.00            a        19,206             0            0      19,206      32.02


             USR PH DUMP TRUCK 12 C                                                0.00         22.11          0.00         0.00          22.11
                                           12400 HR TRKE               1.00            0       274,164             0            0      274,164     22.11


             USR PH WATER TRUCK 2000                                               0.00         16.02          0.00         0.00          16.02
                                          200.00 HR TRKA               1.00            0        3,204              0            0         3,204    16-02


             USR PH MOTOR GRADER CAT                                               0.00         24.29          0.00         0.00          24.29
                                          200.00 HR 140TC              1.00            0        4,858              0            0         4,858    24.29


             USR PH OILER                                                         16.50          0.00          0.00         0.00          16.50
                                          400.00 HR OILM               1.00       6,601              0             0            0         6,601    16.50


             USR PH TRUCK DRIVER                                                  17.50          0.00          0.00         0.00          17.50
                                           12400 HR TRKM               1.00      217,000             0             0            0      217,000     17.5o


             USR PH PEG-backhoe                                                   25.84          0.00          0.00         0.00          25.84
                                          400.00 HR PEOM               1.00       10,336             0             0            0      10,336      25-84






          LABOR ID: EBRO01       EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW ID: EBRO01     UPS ID: EBRO01











            Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                               TIME 10:16:01
                                                       PROJECT E13RO01:    East Baton Rouge Psh Feas. - NM
            DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                     DETAIL PAGE
                                                                            9. Jones Creek



                                                                       - - - - ------- - ---- - ---- --- - -
             9 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT        LABOR       EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST     UNIT COST





               USR PH PEO-dozar                                                     25.84          0.00          0.00          0.00        25.84
                                           600.00 MR PEON               1.00        15,504             0            0             0        15,504     25.84


               USR PH PEO-motor grader                                              25.84          0.00          0.00          0.00        25.84
                                           200.00 MR PE014              1.00        5,168              0            0             0        51168      25.84


               USR PH TRUCK DRIVER - w                                              17.50          0.00          0.00          0.00        17.50
                                           200.00 MR TRKM               1.00        3,500              0            0             0        3,500      17.50


               USR PH LABORER                                                       16.67          0.00          0.00          0.00        16.67
                                           400.00 MR LABH               1.00        6,668              0            0             0        6,668      16.67


               USR PH flagman                                                       16.67          0.00          0.00          0.00        16.67
                                           400.00 MR LABM               1.00        6,668              0            0             0        6,668      16.67


               USR PH foreman 3 $26.5                                               26.50          0.00          0.00          0.00        26.50
                                           400.00 MR FOREMAN3           1.00        10,600             0            0             0        10,600     26.50


                       sand (81 thick)      84000 CY                               282,045       330,985            0       166,491       779,520

















































           LABOR ID: EBRO01       EQUIP ID: EBRO01                      Currency in DOLLARS                         CREW ID: EBRO01     UPB ID: EBR001











          Tue 21 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                    PROJECT EBR001:     East Baton Rouge Psh Feas. - NED
          DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                  DETAIL PACE     43
      0
                                                                         B. Jones Creek



          ------ - -- - --------------------- --- - -- - -------------- ------------ - ---    - ------------------------ ---- -------

           B 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT        LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                      3 09013002 02. Filter Drain Fabric
                                                     This item will include cost to do the following work:
                                                                                              I

                                                     once the section is at grade, the liner will be laid out. A cherry picker
                                                     will assist several laborers. The liner will be placed below the area
                                                     which will be covered by 61 and G* concrete.


             USR FM cherry picker, p                                               0.42         0.19          0.00         0.00         0.61
                                         418700 SY CHYPK1           140.00      176,991       78,656             0             0     255,647       0.61


             USR PM drainage composi                                               0.00         0.00          S.35         0.00          5.35
                                         418700 sy                    0.00             0            0   2,238,370             0    2,238,370       5.35


             USR PM safety A misc                                                  0.00         0.00          0.00     18183.00     18183.00
                                            1.00 LS                   0.00             0            0            0       18,183        18,183  18183.0C

                                                                           --- - - - --- ----------- - ---

                     Filter Drain Fab 418700 SY                                 176,991       78,656     2,238,370       18,183    2,512,2DO        6.00






















































          LABOR ID: EBRO01       EQUIP 10: EBRO01                     currency in DOLLARS                        CREW ID: EBRO01    UPS ID: EBRO01












           Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                             TIME 10:16t0l
                                                      PROJECT EBRO01:     east Baton Rouge Psh Feas. - NEI)
           DETAILED ESTIMATE                               East Raton Rouge Parish Feasibility Study                                  DETAIL PAGE      44
                                                                           B. Jones Creek



           ------------

             B 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR     EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                       B 09013002 03. Fusepluq Dams
                                                       This Item will Include cost to do thq following work:


                                                       Fuseplug dams will be built to contain the water while it's not raining. A
                                                       backhoe will be used to build them. Each dam will be built approximately
                                                       2,000 ft in advance of the channel construction. A pump and a firehouse
                                                       will be available for the occasions when the dam should be breached in
                                                       order to allow the passage of high rainfall events. Material for the dams
                                                       will be borrowed near the dam site. The dams will incorporate a culvert to
                                                       allow low rainfall events to pass without destroying the fusepluq dam.
                                                       There will be no more than 3 dams in use at any time during the
                                                       construction.


                                                       total length of all work: 89,400 LF
                                                       Quantity: 89,400 If / 2,000 lf/dam - 44.7 dams
                                                       44.7 dams * 2(replacement factor) - 90 dams


                                                       Fuseplug dimensions: 6 ft height, 4 ft crown, 1 on 1.5 as
                                                       -> approx. 40 cy/dam;     90 dams     40 cy/dam    3600 cy


                                                       Estimated time: 1 dam per day


               USR PM construct dams                                                6.46         9.23          0.00          0.00        15.69
                                          3600.00 cy BKH002           4.00        23,256        33,228            0             0       56,484      15.69


               USR PM culvert                                                       0.00         0.00       1080.00          0.00      1080.00
                                             6.00 EA                  0.00             0             0        6,480             0        6,480    1080.00


               USR PM breaching dams                                                0.00         0.00          0.00        400.00       400.00
                                            40.00 EA                  0.00             0             0            0        16,000       16,000     400.00


               USR PM safety & misc                                                 0.00         0.00          0.00      7436.27       7436.27
                                             1.00 LS                  0.00             0             0            0         7,436        7,436    7436.27


                      Fusepluq Dams                                               23,256        33,228        6,480       23,436        86,400














                                                                                                                                                    0








           LABOR ID: EBRO01      EQUIP ID: EBROOI                      Currency in DOLLARS                        CREW ID: EBROOI    UPB 10: EBRO01












          Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                             TIME 10:16:01
                                                    PROJECT EBRO01:     East Baton Rouge Psh Peas. - NED
     *DETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility Study                                      DETAIL PAGE  45
                                                                          B. Jones Creek



             -------- - - - --------- - - ---- - ---  - ----------     - - -------

           B 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                      B 09013003 01. Cutoff Wall
                                                      This item is for all labor, equipmen@, and materials required to construct
                                                      the cut-off walls for the channel wall pavement.


                                                      The cut-off walls will be placed in conjunction with the top squares of
                                                      channel wall pavement.


              USR PH conc slope pvmt-                                              0.26         0.05          0.00         0.00          0.31
                                          168960 LF TRENCHEROI     100.00        43,659         8,059             0            0         51,718     0.31


              USR PH conc slope pvmt-                                              0.69         0.00          0.00         0.00          0.69
                                          168960 LF FORMING01        75.00      117,329              0            0            0         117,329    0.69


              USR PH conc slope pvmt-                                              23.17        7.53          0.00         0.00          30.70
                                        4981.37 So SLOPPAVE01        13.00       115,442       37,495             0            a         152,937   30.7o


              USR PH conc slope pvmt-                                              0.26         0.18          0.00         0.00          0.44
                                           42240 LF DOZER001       100.00         10,915        7,705             0            0         18,619     0.44

              USR PH concrete materia                                              0.00         0.00          44.2:        0.00          44.2:
                        So x 1. 2345 68 cy/sq x 5%Y                    0.00            0             0     285,93              0         285,93    44.28
                     waste



              USR PH curing compound                                               0.00         0.00          1.89         0.00          1.89
                     applied at a cov 2490.69 GAL                      0.00            0             0        4,707            0         4,707      1.89
                     sf/gal


              USR PH stakes, core dri                                              0.00         0.00          0.00         2.00          2.00
                                         4981.37 SO                    0.00            0             0            0        9,963         9,963      2.Oo


              USR PH forms, nails, et                                              0.00         0.00          0.00         0.35          0.35
                                          168960 LF                    0.00            0             0            0       59,136         59,136     0.35


              USR PH makeshift chute                                               0.00         0.00          0.00       1000.00         1000.00
                                            1.00 LS                    0.00            0             0            0        1,000         1,000   1000.00


              USR PH small tools (5%                                               0.00      14365.00         0.00         0.00          14365.00
                                            1.00 LS                    0.00            0       14,365             0            0         14,365  14365.00


              USR PH safety 6 misc                                                 0.00         0.00          0.00      22287.00         22287.00
                                            1.00 LS                    0.00            0             0            0       22,287         22,297  22287.00


                     Cutoff Wall         6150.00 CY                              287,344       67,624      290,645        92,386         738,000  120.00














          LABOR ID: EBROOl       EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBRO01        UPB ID: EBRO01












            Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                      PROJECT EBROO1.     East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                               East Baton itouge Parish Feasibility Study                                 DETAIL PAGE
                                                                           B. Jones Creek



                                  -------- ----- - ------------------------ - -- -

             B 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMUT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                       B 09013003 02. Channel Wall Pavement (4")
                                                       This item In for all labor, equipment, and materials required to Construct
                                                       4" concrete channel wall pavement. -


                                                       Reference: Bayou Fountain - 41 channel pavement


               USR PM 4" channel wall                                                0.00         0.00          0.00      104.00       104.00
                                            82300 CY                   0.00             0             0            0   8,559,200    8,559,200      104.00


                       Channel Wall Pav     82300 CY                                    0             0            0   8,559,200    9,559,200      10440






























































            LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UP9 ID: EBRO01











         Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                   PROJECT EBROOI:     East Baton Rouge Psh Feas. - NED
     SETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility Study                                 DETAIL PAGE     47
                                                                        B. Jones Creek



                                           - - ----- - - ----------  --         - ------ - -

          B 09. Channels and Canals QUANTY UOM CREW ID           OUTPUT          LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                     B 09013003 03. Channel Wall Pavement (6-)
                                                    This item is for all labor, equipment, and materials required to construct
                                                    6" concrete channel wall pavement. '


                                                    Rerference: Bayou Fountain - 61 channel wall pavement


            USR PM 61 channel wall                                                0.00         0.00         0.00      120.00       120.00
                                         61300 CY                   0.00             0            0            0   7,356,000    7,356,000      120.00


                    Channel Wall Pav     61300 CY                                    0            0            0   7,356,000    7,356,000      120.00


































































         LABOR ID: EBRO01      EOUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01    UPB ID: F-BROO1











           Tue 27 Sep 1994                                        U.S. Army corps of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
           DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE
                                                                          a. Jones Creek



           ---     ---- -- - -- - ------ - - - ---------- - - - -----
            3 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMUT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                       B 09013003 04. Channel Wall pavement (B-)
                                                      This item is for all labor, equipment, and materials required to construct
                                                       8" concrete channel wall pavement. '



                                                       Reference: Bayou Fountain - 81 channel wall pavement


              USR PM  8" channel wall                                               0.00          0.00         0.00      120.00        120.00
                                           11000 CY                   0.00              0            0             0  1,320,000    1,320,000      120.00


                      Channel Wall Pav      11000 CY                                    0            0             0  1,320,000    1,320,000       120.00

























































           LABOR ID. EBRO01      EQUIP ro: EBRO01                      Currency in DOLLARS                        CREW ID: EBRO01    UPB ID: EBRO01












          Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                    PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
          DETAILED ESTIMATE                               Cast Baton Rouge Parish Feasibility Study                                  DETAIL PACE     49
                                                                          B. Jones Creek



                               - --- - - -------- ---------------------

           B 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                                      B 09013003 05. drain ditch
                                                      This item is for all labor, equipment, and materials to construct concrete
                                                      drainage ditches along each side of the now paved creek channel.


                                                      The details are the same as 41 Channel wall pavement.


             USR PM concrete paved d                                                0.00         0.00         0.00       104.00       104.00
                     This item is the same as 4"                     0.00              0            0            0   3,442,400    3,442,400       104.00
                     channel wall pavement.


                     drain ditch           33100 CY                                    0            0            0   3,442,400    3,442,400       104.00

































































          LABOR ID; ESFOO1       EQUIP ID: EBROO1                      Currency in DOLLARS                       CREW ID: EBRO01     UPS ID: EBROOI






            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                                TIME 10:16.*
                                                       PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                        DETAIL PAGE    50
                                                                              9. Jones Creek




             a 09. Channels   and Canals QUANTY UOM CREW ID             OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                        8 09019905 01. Pence (chain link)
                                                         This item will include cost to do thq following work:
                                                         Construct a chain link fence along the top edge of the concrete.
                                                         Three laborers will construct the fence


               USR PM install chain li                                                 1.00          0.12          0.00          0.00           1.12
                                            171000 LF LABR5              50.00       171,036       20,930             0             0      191,967         1.12


               USR PM 5' chain link -                                                  0.00          0.00          1.89          0.00           1.89
                                            171000 LF                    0.00             0             0      323,190              0      323,190         1.89


               USR PM line post - 2 3/                                                 0.00          0.00         13.50          0.00         13.50
                                             17100 F-A                   0.00             0             0      230,850              0      230,850        13.50


               USR PM #6 gage tension                                                  0.00          0.00          0.10          0.00           0.10
                                            171000 IF                    0.00             0             0         16,621            0         16,621       0.10


               USR PM #9 gage line pan                                                 0.00          0.00          0.10          0.00           0.10
                                             85500 EA                    0.00             0             0         8,311             0         8,311        06
               USR PH #12 gage top rai                                                 0.00          0.00          0.09          0.00           0.09
                                            171000 EA                    0.00             0             0         14,774            0         14,774       0.09


               USR PM 1 5/8 ad top rai                                                 0.00          0.00          1.19          0.00           1.19
                                            171000 LF                    0.00             0             0      203,148              0      203,148         1.19


               USR PM top connection                                                   0.00          0.00          3.15          0.00           3.15
                                             17100 EA                    0.00             0             0         53,927            0         53,927       3.15


               USR PM safety & misc                                                    0.00          0.00          0.00      13418.00      13418.00
                                              1.00 LS                    0.00             0             0             0         13,418        13,418   13418.00


               USR PM concrete (200#/p                                                 0.00          0.00          3.24          0.00           3.24
                                             17100 F.A                   0.00             0             0         55,404            0         55,404       3.24


               USR PM sleeve                                                           0.00          0.00          0.99          0.00           0.99
                                             17100 EA                    0.00             0             0         16,991            0         16,991       0.99


                       Fence (chain lin 171000 LF                                   171,036        20,930      923,215         13,418     1,128,600        6.60



















            LABOR ID: EBRO01      EQUIP ID: EBRO01                        Currency in DOLLARS                         cREw rD: EBRO01      UP   @D: EBRO01











          Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh Feas. - NM
     *DETAILED ESTIMATE                                   Cast Baton Rouge Parish Feasibility Study                                    DETAIL PACE     51
                                                                          B. Jones Creek



          ----- - -- - --------   - -----                                                                                 - -- -----

           9 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT        LABOR      EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                      B 09019906 01. Aesthetic Tree Planting
                                                      This item is for all equipment, labor, and materials required to plant
                                                      tress. 4 laborers will be used to piant trees. A flatbed truck will be
                                                      used to haul trees to planting sites.


                                                      Note: Cost for trees based on assumptions of the following trees
                                                             5 gallon, 2 year crop


                                                      10 cypress    $6 a&
                                                      5 drake elm     $14 ea
                                                      5 swamp red maple - $6 as
                                                      10 sweet gum - $6 ea
                                                      25 water oak - $6 ea
                                                      30 willow oak - $6 ea
                                                      5 crepe myrtle - $8 ea
                                                      10 flash pine - $11 ea.


                                                        WEIGHTED COST: $7/tree



             u
               R PM tree planting -                                                3.69           0.47        0.00           0.00         4.16
              s                         1800.00 EA TREE01B            30.00       6,641            849             0            0        7,490       4.16

             USR PM small tools(5% o                                               0.00         332.00        0.00           0.00      332.00
                                            1.00 LS                   0.00             0           332             0            0          332     332.00


             USR PM trees                                                          0.00           0.00        7.56           0.00         7.56
                                        1800.00 EA                    0.00             0             0       13,608             0      13,608        7.56


             USR PM safety & misc                                                  0.00           0.00        0.00         170.00      170.00
                                            1.00 LS                   0.00             0             0             0          170          170     170.00


                     Aesthetic Tree P 1800.00 EA                                  6,641          11181       13,608           170      21t600       12.00
































          LABOR ID: EBROOI      EQUIP ID: EBROO1                       Currency in DOLLARS                         CREW ID: EBRO01    UPB ID: EBRO01












           Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                            T33,1E 10:16
                                                     PROJECT EBRO01:     East Raton Rouge Psh Fees. - NED
           DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                  DETAIL ----
                                                                          S. Jones Creek



           ----              - - -------------------------            -- - - - ----- ---   - - - ------------ - -------
            8 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT         LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COS-

           ---                                                            -- - ------ - --


                                       8 09019906 02. Aesthetic Shrub Planting
                                                      This item is for all equipment, labor, and materials required to plant
                                                      shrubs. 4 laborers will be used to plant shrubs. A flatbed truck will be
                                                      used to haul shrubs to planting sites.


              USR PM shrub planting                                                3.69         0.47          0.00         0.00          4.16
                                         3000.00 FA TREE01B           30.00       11,068        1,415            0             0      12,483        4.16


              USR PM small tools(50 o                                              0.00        553.00         0.00         0.00       553.00
                                            1.00 LS                   0.00             0          553            0             0          553     553.00


              USR PM shrubs                                                        0.00         0.00          4.32         0.00          4.32
                                         3000.00 EA                   0.00             0             0       12,960            0      12,960        4.32


              USR PM safety & misc                                                 0.00         0.00          0.00        404.00      404.00
                                            1.00 LS                   0.00             0             0           0           404           404    404.00


                      Aesthetic Shrub 3000.00 EA                                  11,068        1,968        12,960          404      26,400        8.80




                      Channels and Can                                         2,063,638    1,501,600    3,485,279    21,311,963   28,362,480
















































           LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency In DOLLARS                       CREW ID: EBRO01     UPF `- EBRO01











          Tue 21 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME lc:16:01
                                                    PROJECT EBRC01:     East Baton Rouge Psh Feaa. - NED
     WETAILED ESTIMATE                                    East Baton Rouge Parish Feasibility Study                                   DETAIL PAGE     53
                                                                          B. Jones creek



                                     - --------------------------------------- - - --------- - -------- ---

           B 14. Recreation Faciliti QUANTY UOM CREW 10             OUTPUT        LABOR     EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST




                    8 14. Recreation Facilities
                                      B 14002202 02. Bridge - 101 x 50,
                                                      This item will include all equipment: labor, and materials required to
                                                      furnish and install steel pedestrian bridges.


             USR PM  pedestrian bridg                                           1122.09        528.60        0.00           0.00      1650.69
                     This item is for thel.00 EA IRLB3               0.10         1,122           529            0             0        1,651    1650.69
                     installation of a
                     pre-fabricated steel bridge -
                     like a Continental Bridge.


             USR PM prefab steel bri                                               0.00         0.00         0.00      12500.00      12500.00
                                           1.00 EA                   0.00              0            0            0        12,500      12,500    12500.00


             USR PM concrete for abu                                               0.00         0.00         0.00        400.00       400.00
                                           9.00 CY                   0.00              0            0            0         3,600        3,600     400.00


             USR PM safety     misc                                                 0.00        0.00         0.00       1049.31       1049.31
                                            1.00 LS                  0.00              0            0            0         1,049        1,049    1049.31

                                                                             ----- --- ------ - --- - -- - -----

                     Bridge    101 x 5                                             1,122          529            0        17,149      18,800












































          LABOR ID: EBRODI      EQUIP 10: EBRO01                      Currency in DOLLARS                        CREW ID: EBROOl    UPB rD: EBRO01












            Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                            TIME 10:1
                                                     PROJECT EBRO01:     Fast Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                              East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE    54
                                                                          B. Jones Creek



            - -- - ------- - --- - - -------- - --- - ------------- -
             9 14. Recreation Faciliti. QUANTY UOM CREW ID           OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST



                                       8 14002202 03. Bridge - 10, x 1501
                                                      This item will include all equipment. labor, and materials required to
                                                      furnish and install steel pedestrian bridges.


               USR PM pedestrian bridg                                           1122.09       528.60        0.00           0.00     1650.69
                      This item is for thel.00 EA IRLB3                0.10        1,122          529            0             0        1,651   1650.69
                      installation of a
                      pre-fabricated steel bridge -
                      like a Continental Bridge.


               USR PM prefab steel bri                                              0.00        0.00         0.00      78000.00     78000.00
                                             1.00 EA                   0.00            0            0            0       78,000       78,000   78000.00


               USR PM concrete for abu                                              0.00        0.00         0.00        400.00       400.00
                                           10.00 CY                    0.00            0            0            0        4,000         4,000    400.00


               USR PM safety    misc                                                0.00        0.00         0.00       1149.30      1149.30
                                             1.00 LS                   0.00            0            0            0         1,149        1,149   1149.30


                      Bridge    101 x 1                                            1,122          529            0       83,149       84,800

































                                                                                                                                                  0









            LABOR ID: EBRO01     EQUIP ID: EBRO01                     Currency in DOLLARS                        CREW ID: EBROOl    UPS ID: EBRO01











          Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                             TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Pah Feas. - NED
     *DETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility Study                                   DETAIL PAGE     55
                                                                          B. Jones Creek



                                       - - - ---------- - -------- - ----------------- - ------- - -

           B 14. Recreation Faciliti QUANTY UOM CREW ID             OUTPUT         LABOR     EQUIPMKT     MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                      3 14002202 04. Signs A Markers
                                                      This item entails all plant, labor, equipment, and materials necessary for
                                                      purchase and placement of signs and itarkers. No requirements were given.


                                                      Assumptions:
                                                      1. 0.08" aluminum reflectorized signs
                                                      2. 2 galvanized steel posts per sign, 121 length


                                                      All signs can be placed in a 10 hour day.


              USR PM Informational Si                                              21.36        0.00          0.00         0.00         21.36

                     Mcaces #02722 11      20.00 EA CPLBM             2.00           427            0            0            0           427     21.36


              USR PM signs                                                         0.00         0.00         43.20         0.00         43.20
                                           20.00 EA                   0.00            0             0           664           0           864     43.20


              USR PM posts (2/sign)                                                0.00         0.00         27.00         0.00         27.00
                                           40.00 FA                   0.00            0             a        1,080            0         1,080     27.00


              USR FM safety & misc                                                 0.00         0.00          0.00         7.90          7.90
                                            1.00 LS                   0.00            0             0            0            a              a      7.90


              USR PM concrete                                                      0.00         0.00          0.00        160.00       160.00
                                            1.00 LS                   0.00            0             0            0           160          160     160.00


              USR PM small tools (5%                                               0.00         21.00         0.00         0.00         21.00
                                            1.00 LS                   0.00            0             21           0            0            21     21.00


                      Signs & Markers      20.00 EA                                  427            21       1,944           168        2,560     128.00




































          LABOR ID: EBROOI       EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UPS ID- EBRO01












            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10:16
                                                       PROJECT EBROOI:      East Baton Rouge Psh Feas. - NED                                             6
            DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                     DETAIL PAGE     56
                                                                             B. Jones Creek



                                           - - - ------ - ---------- - -          ------ - - - - ------- -

             B 14. Recreation Facilitl QUANTY UOM CREW ID              OUTPUT         LABOR     EOUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                        B 14002202 05. Trees
                                                         This item is for all equipment, laboT, and materials required to plant
                                                         trees. 4 laborers will be used to plant trees. A flatbed truck will be
                                                         used to haul trees to planting sites.


                                                         Note: Cost for trees based on assumptions of the following trees
                                                               5 gallon, 2 year crop


                                                         10 cypress     $6 ea
                                                         5 drake elm    $14 ea
                                                         5 swamp red maple - 36 ea
                                                         10 sweet gum - $6 ea
                                                         25 water oak - 36 ea

                                                         30 willow oak - $6 ea
                                                         5 crepe myrtle - $8 ea
                                                         10 flash pine - $11 ea


                                                           WEIGHTED COST: $7/tree


               USR PM tree planting -                                                 3.69          0.47          0.00          0.00          4.16
                                           4431.00 EA TREE01B           30.00        16,348         21090            0              0      18,438        4.16


               USR PM small tools(5'k o                                               0.00          0.00          0.00        617.00       817.00
                                              1.00 LS                   0.00               0            0            0           817           817     817.00


               USR PM trees                                                           0.00          0.00          7.56          0.00          7.56
                                           4431.00 EA                   0.00              0             0       33,498              0      33,498        7.56


               USR PM safety & misc                                                   0.00          0.00          0.00        419.00       419.00
                                              1.00 LS                   0.00              0             0            0           419           419     419.00


                       Trees               4431.00 EA                                16,348         2,090       33,498         1,236       53,172       12.00
































            LABOR ID: EBRO01       EQUIP ID: ESR00l                      Currency in DOLLARS                         CREW ID: EBRO01     UPS ID: EBRO01












           Tue 27 Sep 1594                                          U.S. Army Corps of Engineers                                              TIME 10:16:01
                                                       PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
     IODETAILED ESTMATE                                      East Baton Rouge Parish Feasibility Study                                      DETAIL PAGE     57
                                                                             3. Jones Creek



                                               - -----  - -------

            Z 14. Recreation Facilitl QUANTY UOM CREW ID               OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                        B 14002202 06. Fence (61 Wooden)
                                                        This item entails all plant, labor, equipment, and materials necessary for
                                                        construction of a fence. We were gi;ren the requirements of 61 height and
                                                        wood construction.



                                                        Assumptions:
                                                        1. 1" a 4" boards
                                                        2. 2" x 4" rails, 3 rails deep
                                                        3. 4" x 4" posts, 81 O.C., 101 length


                                                        - 10 FBM/LF



                                                        Production:
                                                        Crew one - excavate for posts, drop posts, set posts
                                                                     6,930 posts 0 10 posts/hr
                                                        Crew two - set and hang rails, hang boards
                                                                     6,930 sections 01 10 sections/hr


              USR PH   61 wood fence (p                                                0.96         0.08          0.00          ma             1.04
                       this includes ex      55440 LF CPLBM4            79.20        53,236         4,284              0            0       57,520        1.04
                       wood posts, drop   posts, set
                       posts @ 10 posts/hr
                       posts are assumed to be SIO.C.


              USR PM   61 wood fence (p                                                1.50         0.00          0.00          0.00           1.50
                       this includes so      55440 LF CPLBM3            79.20        83,134              0             0            0       83,134        1.50
                       hanging rails and boards.


                       @ 10 - 811ong sections/hr


              USR PM small tools (5%                                                   0.00       6818.00         0.00          0.00        6818.00
                                              1.00 LS                    0.00             0         6,818              0            0         6,818    6818.00


              USR PM wood (10 FBM/lf)                                                  0.00         0.00          0.53          0.00           0.53
                                            554400 IF                    0.00             0              0     293,388              0       293,388       0.53


              USR PM concrete                                                          0.00         0.00      124200.00         0.00     124200.00
                                              1.00 LS                    0.00             0              0     124,200              0       124,200  124200.00


              USR PM safety A misc                                                     0.00         0.00          0.00        2645.67       2645.67
                                              1.00 IS                    0.00             0              0             0        2,646         2,646    2645.67


                       Fence (61 Wooden      55440 IF                               136,369        11,102      417,588          2,646       567,706      10.24




                       Recreation Facil                                             155,388        14,270      453,031        104,348       727,037











           LABOR ID: EBROOl       EQUIP ID: EBRO01                        Currency in DOLLARS                          CREW ID: EBRO01      UPB ID: EBRO01












           Tue 27 Sep 1994                                    U.S. Army Corps of Engineers                                        TIME 10:16:01
                                                  PROJECT EBROO1.    East Baton Rouge Psh Feas. - NED
           DETAILED EST24ATF                            East Baton Rouge Parish Feasibility Study                              DETAIL PACE
                                                                      B. Jones Creek



                                                                             - ---- ----- - - - - -------- - - --

            9 29. Project Cooperation QUANTY UOM CREW ID        OUTPUT         LABOR    EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




                    B 29. Project Cooperation Agreements


              USR    Project Cooperat                                           0.00        0.00         0.00     1700.00     1700.00
                                          1.00 LS                 0.00             0            0           0       1,700       1,700    1700.00

                                                                        ---------- - - -- - ----

                     Project Coopezat                                              0            a           0       1,700       1,700




































































           LABOR ID: EBRO01     EQUIP ID: EBRO01                   Currency in DOLLARS                     CREW ID: EBRO01    UPB ID: EBR00l











          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                   PROJECT EBRC01:    East Baton Rouge Psh Feas. - NED
     IODETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                DETAIL PAGE     59
                                                                       B. Jones Creek



           - - --------- - ------ -                 - - ----- - --- - ---------- -                        - -- - -----

           B 30. Engineering and Des QUANTY UOM CREW ID          OUTPUT        LABOR      EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST



                    B 30. Engineering and Design


             USR     Engineering and                                            0.00 2000000.00            0.00  504000.00 2504000.00
                                          1.00 LS                  0.00            0     2,000,000            0     504,000   2,504,000     2504000

                                                                         - --------- - --- - ----

                     Engineering and                                               0     2,000,000            0     504,000   2,504,000




























































      0







          LABOR ID: EBRO01      EQUIP ID: EBRO01                    Currency in DOLLARS                      cREW ID: EBRO01    UPS ID: EBRO01











           ?us 21 Sep 1994                                    U.S. Army Corps of Engineers                                       TIME 10:16:01
                                                  PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                           East Baton Rouge Parish Feasibility Study                              DETAIL PAGE
                                                                      B. Jones Creek



           ---                          - - - - - ------------------ - - -- - - - ------------ - --------------- - - - ------------- - - --

            9 31. Construction Manage QUANTY UOM CREW ID        OUTPUT        LAJ30R    EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST




                    8 31. Construction Man,    ent


              USR    Construction Man                                          0.00   2000jOO.0O        0.00    649000.00  2649000.00
                                          1.00 LS                 0.00            0   2,000,000             0     649,000   2,649,000   2649000

                                                                                                                 - - - --------

                     Construction Man                                             0   2,000,000            0      649,000   2,649,000


                     Jones Creek                                          2,236,434   5,519,034    3,954,958   22,968,175  34,678,601

































































          LABOR ID: EBRO01     EQUIP ID: EBROOI                   Currency In DOLLARS                     CREW ID: EBRO01    UPB ID: EBROOl











          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                    PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
     IODETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                 DETAIL PACE     61
                                                                       C. Beaver Bayou


          - -- - ------- - - - --- -- ----------

           C 01. Lands and Damages       QUANTY UOM CREW ID       OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST




               C. Beaver Bayou
                    C 01. Lands and Dam ges


             USR     Lands and Damage                                            0.00 1000000.00            0.00   512590.00 1512590.00
                                           1.00 LS                  0.00            0     1,000,000            0     512,590    1,512,590    1512590


                     Lands and Damage                                               0     11000,000            0     512,590    1,512,590




































































          LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency in DOLLARS                      CREW ID: F-BRO01    UPB IDi EBROOI












           Tue 27 Sep 1994                                    U.S. Army Corps of Engineers                                        TIME 10:16:01
                                                  PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                            East Baton Rouge Parish Feasibility Study                              DETAIL PAGE 10
                                                                     C. Beaver Bayou



           ---                                                                     - - ---------------- - - - ---

            C 02. Relocations           QUANTY UOM CREW 10      OUTPUT         LABOR    EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST




                    C 02. Relocations


              USR    Relocations                                               0.00 [email protected]           0.00  682240.00 1682240.00
                                          1.00 LS                 0.00             0   1,000,000            0    682,240    1,682,240   1682240


                     Relocations                                                   0   1,000,000            0    682,240    1,682,240




































































           LABOR rD: EBRO01     EQUIP ID: EBRO01                   Currency in DOLLARS                     CREW rD: EBROOl    UPS ID: EBRO01












           Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                       PROJECT EBROOI:      East Baton Rouge Psh Fees. - NED
     ODETAILED ESTIMATE                                      Cast Baton Rouge Parish Feasibility Study                                      DETAIL PACE     63
                                                                            C. Beaver Bayou



                                                               - - --------

            C 06. Fish & wildlife Fac QUANTY UOM CREW ID               OUTPUT         LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                     C 06. Fish     Wildlife Facilities
                                        C 06037102 01. Fencing - barbed wire
                                                         This item will include cost to do the following work:


                                                         Fencing the selected mitigation site.


                                                         The fence will consist of poles spaced appropriately with 4 strands of
                                                         barb-wire.




                                                         Ist site            7121 lf


              USR PM Fencing                                                           1.98           0.36         0.00          0.00          2.34
                                           7121.00 LF TRACTOR1           17.00       14,104         2,564              0             0       16,668       2.34


              USR PM Fence post                                                        0.00           0.00         1.62          0.00          1.62
                                           7121.00 LF                     0.00             0             0       11,536              0       11,536       1.62


              USR PM Barbed wire - 4                                                   0.00           0.00         0.03           0.00         0.03
                                             28484 LF                     0.00             0             0           923             0          923       0.03


              USR PM safety A mise                                                     0.00           0.00         0.00       1920.78       1920.78
                                              1.00 LS                     0.00             0             0             0         1,921        1,921    1920.78


                       Fencing    barbed 7121.00 LF                                  14,104         2,564        12,459          1,921       31,048       4.36










































           LABOR ID: EBRO01       EOUIP !D: EBRO01                        Currency in DOLLARS                          CREW ID: EBROO1     UPS 10: EBRO01












           Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED                              DETAIL PAGE 10
           DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study
                                                                          C. Beaver Bayou



           -- - ------ - - ----               ----------------------- - ---

            C 06. Fish & Wildlife Fac OUANTY UOM CREW ID              OUTPUT       LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                       C 06037302 01. Planting Trees
                                                       This item will include cost to do the following work:


                                                       Planting the selected mitigatiOn site.


                                                       Planting 300 trees per acre (121 x 121) in cleared areas. Seedlings will
                                                       consist of 4 species of Oak (Nuttall, water, willow, cherry bark) and sweet

                                                       pecan.




                                                       1st site        123 acre


              USR PM planting trees                                                42.09          7.65          0.00          0.00        49.74
                                           123.00 AC TRACTORI          0.80        5,177            941            0              0       6,118      49.74


              USR PM seedlings (300                                                  0.00         0.00          0.16          0.00          0.16
                                            36900 EA                   0.00              0            0         5,978             0       5,978       0.16


              USR PM safety 4 misc                                                   0.00         0.00          0.00        819.29      819.29
                                             1.00 LS                   0.00              0            0            0           819           819   81


              USR PM Land preparation                                                0.00         0.00          0.00        15.00         15.00
                                           123.00 AC                   0.00              0            0            0        2,845         1,845      15.00


                      Planting Trees       123.00 AC                               5,177            941        5,978        2,664       14,760      120.00


                                                                             -----------

                      Fish & Wildlife                                              19,281         3,505       18,437        4,585       45,808




































           LABOR ID: EBROOl       EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBRO01     UPB ID: EBRO01











          Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
     SETAILED ESTIMATE                                      Fast Baton Rouge Parish Feasibility Study                                     DETAIL PAGE     65
                                                                          C. Beaver Bayou


                                     - - ---------------- - --------- - - ----                     - -------

           C 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT        LABOR      EQUIPMXT      MATERIAL     SUPPLIES TOTAL COST.UNIT COST




                    C 09. Channels and Canals
                                       C 09010101 01. Mob & Demob
                                                       This item will include cost to do thi following work:
                                                       mob and demob all equipment


                                                       per operation:
                                                                        mob         I day
                                                                        demob       I day
                                                                    SUBTOTAL        2 days


                                                                    of contracts    1
                                                           2 operations x 1 contracts            2 operations


                                                        2 operations x 2 days/operation            4 days + 1 day (additional)        5 days


              USR PM A.IR COMPRESSOR                                                  0.00         2.92          0.00          0.00          2.92
                                            50.00 MR AIRF               1.00              0          146              0            0          146       2.92


              USR Pff. BACIUM CAT 235                                                 0.00         39.52         0.00          0.00          39.52
                                            50.00 MR BKHC               1.00              0        1,976              0            0         1,976     39.52


              USR PM BACKHOE, HITACHI                                                 0.00         14.21         0.00          0.00          14.21
                                            50.00 MR BKHI               1.00              0          711              0            0          711      14.21


              USR PM chipping machine                                                 0.00         15.00         0.00          0.00          15.00
                                            50.00 MR CHIPPER            1.00              0          750              0            0          750      15.00


              USR PM chainsaw, Homeli                                                 0.00         0.17          0.00          0.00          0.17
                                           100.00 MR CHNSAW             1.00              0            17             0            0            17      0.17


              USR PM CHERRYPICKER GRO                                                 0.00         13.53         0.00          0.00          13.53
                                            50.00 MR CHYA               1.00              0          67 7             0            0          677      13.53


              USR PH sealant hot mixe                                                 0.00         3.50          0.00          0.00          3.50
                                            50.00 MR CMLT               1.00              0          175              0            0          175       3.50


              USR PM CONCRETE PAVER 2                                                 0.00         27.97         0.00          0.00          27.97
                                            50.00 MR CNPV               1.00              0        1,399              0            0         1,399     27.97


              USR PM DOZER D-4 W/SLAD                                                 0.00         7.56          0.00          0.00          7.56
                                            50.00 MR DOZA               1.00              0          378              0            0          378       7.56


              USR FM DOZER D-6 W/BLAD                                                 0.00         13.85         0.00          0.00          13.85
                                           150.00 MR DOZ3               1.00              0        2,078              0            0         2,078     13.85


              USR PM F E LOADER CAT 9                                                 0.00         13.73         0.00          0.00          13.73
                                            50.00 MR FELA               1.00              0          687              0            0          687      13.73


              USR PM MOTOR GRADER CAT                                                 0.00         13.17         0.00          0.00          13.17
                                            50.00 MR MOTG               1.00              0          659              0            0          659      13.17





          LABOR ID: EBRO01       EQUIP 10:                               Currency in DOLLARS                          CREW ID: EBRO01    UPS 10: EBRO01












             Tue 27 Sep 1994                                           U.S. Army corps of Engineers                                                  TIME 10:16%01
                                                          PROJECT EBRO01:       East Baton Rouge Psh Feas. - NED
             DETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility Study                                        DETAIL PAGE
                                                                                C. Beaver Bayou



                            - - -- - - - -- - ----- - -- - - --------- - ---

              C 09. Channels and Canals QUANTY UOM CREW ID                 OUTPUT          LABOR     EQUIPMNT       MATERIAL     SUPPLIES TOTAL COST UNIT COST






                 USR PM WATER PUMP 3" HO                                                   0.00           0.15          0.00          0.00          0.15
                                                50.00 HR PMPC                 1.00              0             8              0             0             8      0.15


                 USR FM trencher, chain,                                                   0.00           1.74          0.00          0.00          1.74
                                                50.00 HR T30DWO02             1.00              0            87              0             0            87      1.74


                 USR PM FARM TRACTOR JD                                                    0.00           2.24          0.00          0.00          2.24
                                                50.00 HR TRCB                 1.00              0           112              0             0           112      2.24


                 USA PM WATER TRUCK 2000                                                   0.00           5.97          0.00          0.00          5.97
                                                50.00 HR TRKA                 1.00              0           299              0             a           299      5.97


                 USR PM trailer truck, 2                                                   0.00           28.00         0.00          0.00          28.00
                                             1450.00 HR TRKH                  1.00              0       40,600               0             0      40,600       28.00


                 USR PM CARPENTER                                                          26.04          0.00          0.00          0.00          26.04
                                               100.00 HR CARM                 1.00         2,604              0              0             0        2,604      26.04


                 USR PM. CEMENT MASON                                                      23.26          0.00          0.00          0.00          23.26
                                               200.00 HR CMNM                 1.00         4,653              0              0             0        4,653      20

                 USR PM foreman 3 $26.5                                                    26.50          0.00          0.00          0.00          26.50
                                               200.00 HR FOREmAN3             1.00         5,300              0              0             a        5,300      26.50


                 USR PH IRONWORKER                                                         26.18          0.00          0.00          0.00          26.18
                                                50.00 HR IRNM                 1.00         1,309              0              0             0        1,309      26.18


                 USR FM LABORER                                                            16.67          0.00          0.00          0.00          16.67
                                               500.00 HR LABM                 1.00         8,335              0              0             0        8,335      16.67


                 USR PM PEG-ALL EXCPT DR                                                   25.84          0.00          0.00          0.00          25.84
                                               700.00 HR PEOM                 1.00        18,088              0              0             0      18,088       25.84


                 USR PH TRUCK DRIVER                                                       17.50          0.00          0.00          0.00          17.50
                                              1450.00 HR TRKM                 1.00        25,375              0              0             0      25,375       17.50


                 USR PM LABORER                                                            16.67          0.00          0-00          0.00          16.67
                                               200.00 HR LABM                 1.00         3,334              0              0             0        3,334      16.67


                 USR PM LABORER (reinf)                                                    16.67          0.00          0.00          0.00          16.67
                                               100.00 HR LABM                 1.00         1,667              0              0             0        1,667      16.67


                 USR PM trailering                                                         0.00           0.00          0.00        1500.00       1500.00
                                                28.00 EA                      0.00              0             0              0       42,000       42,000      1500.00


                 USR PM safety A misc                                                      0.00           0.00          0.00       12580.10      12580.10
                                                 1.00 LS                      0.00              0             0              0       12,580       12,580     12510

                         Mob A Demob                                                      70,665        50,755               0       54,580       176,000





             LABOR ID: EBRO01        EQUIP ID: EBRO01                         Currency In DOLLARS                            CREW ID: EBRO01      UPS ID: EBRO01












          Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                    PROJECT EBRO01:    Ea3t Baton Rouge Psh Feas. - NED
      OETAILED ESTIMATE                                  Eas t Baton Rouge Parish Feasibility Study                                DETAIL PAGE     67
                                                                       C. Beaver Bayou


          ------------------ - -- - - - - - - -- -----------------   - ------------ - -- - ---- - -- - - - --

           C 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT        LABOR     EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT CCST

          -------------- - - -------------



                                     C 09011502 01. Clearing for Channel Dredging
                                                     This item will include all cost to clear and grub the:
                                                     1. channel right of way
                                                     2. access right of way


                                                     Because the burning of clearing debris is not allowed, and there was no
                                                     indication of what to do with the debris, we assumed the debris would be
                                                     chipped. The chipped material will be disposed of properly.


             USR PM Clearing w/D-6,F                                           1373.60        921.40         0.00.        0.00      2295.00
                                         220.00 AC CLEARING2         0.10      302,191      202,708             0            0      504,899   2295.00


             USR PM Grubbing wl Cat                                            1040.19      1257.90          0.00         0.00      2298.09
                                         220.00 AC GRUBBING1         0.10      228,842      276,738             0            0      505,580    2298.09


             USR PM safety A misc                                                  C.00         0.00         0.00     27920.75     2792C.75
                                           1.00 LS                   0.00             0            0            a       27,921       27,921  27920.75


                     Clearing for Cha    220.00 AC                             531,033      479,446             0       27,921    1,038,400    4720.00














































           LABOR io: EBROO1      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ID: EBRO01    UP8 ID: EBRO01






             Tue 21 Sep 1994                                              U.S. Army Corps of Engineers                                                      TIME 10:10
                                                            PROJECT EBRO01:         East Baton Rouge Psh Fees. - NED
            DETAILED ESTIMATE                                      Cast Baton Rouge Parish Feasibility study                                             DETAIL PACE      68
                                                                                    C. Beaver Bayou


              - - - - ---- - ---- - -------------------------- ------------------                - -----------------------
              c 09. Channels and Canals QUANTY UOM CREW ID                    OUTPUT         LABOR       EQUIPMNT        MATERIAL      SUPPLIES TOTAL COST UNIT CCST

                                       - - ------    - - - - -- - --  - -----



                                             C 09011502 02. Excavation
                                                              Excavated material will be hauled to Devil's Swamp. A dozer will be used
                                                              full time at the excavation site and 501j of the time at the disposal site.


                                                              Assumption:
                                                              1. Truck access is available on either side of th* canal.
                                                              2. Trucks will enter the worksite from the lower end and exit from the
                                                                 upper end or vice-versa.


                                                              center of gravity for Main channel is near            Beaver Bayou 6 Hwy 3034.


                USR PM safety 4 misc                                                           0.00          0.00            0.00       90935.30         90935.30
                                                   1.00 LS                     0.00                0              0               0        90,935        90,935    90935.30


                USR PM all other operat                                                        0.00      31492.00            0.00           0.00         31492.00
                                                   1.00 LS                     0.00                0       31,492                 0              0       31,492    31492.01.


                USR PH small tools                                                             0.00      34542.00            0.00           0.00         34542.00
                                                   1.00 Ls                     0.00                0       34,542                 0              0       34,542    3454f,
                USR PM haul roads (10%)                                                        0.00          0.00            0.00      230637-00      230637-00
                                                   1.00 LS                     0.00                0              0               0      230,637         230,637  230637.00


                USR PM BACKHOE CAT 235                                                         0.00         68.78            0.00           0.00          68.78
                                               2172.00 HR BKHC                 1.00                0       149,390                0              0       149,390      68.78


                USR PM DOZER D-6 W/BLAD                                                        0.00         32.01            0.00           0.00          32.01
                                               3258.00 HR DOZB                 1.00                0       104,289                0              0       104,289      32.01


                USR PM trailer truck, 2                                                        0.00         28.00            0.00           0.00          28-00
                                                 45612 HR TPLKH                1.00                0    1,277,136                 0              0    1,277,136       28.00


                USR PM WATER TRUCK 2000                                                        0.00         16.02            0.00           0.00          16.02
                                               1086.00 HR TRKA                 1.00                0       17,398                 0              0       17,398       16.02


                OSR PM MOTOR GRADER CAT                                                        0.00         24.29            0.00           0.00          24.29
                                               1086.00 HR MOTG                 1.00                a       26,379                 0              0       26,379       24.29


                USR PM OILER                                                                 16.50           0.00            0.00           0.00          16.50
                                               2172.00 HR OILM                 1.00          35,842               0               0              0       35,842       16.50


                USR PM TRUCK DRIVER                                                          17.50           0.00            0.00           0.00          17.50
                                                 45612 HR TRKM                 1.00        798,210                0               0              0       798,210      17.50


                USR FM PEO-backhoe                                                           25.84           0.00            0.00           0.00          25.84
                                               2172.00 HR PEOM                 1.00          56,124               0               0              0       56,124       20
                USR PM PEO-dozer                                                             25.84           0.00            0.00           0.00          25-84
                                               3258.00 HR PEOM                 1.00          84,186               0               0              0       84,186       25.84






            LABOR ID: EBRO01         EQUIP rD: EBRO01                           Currency in DOLLARS                               CREW ID: EBROOl        UPB I-- _qP001












            Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                              TIMM 10:16:01
                                                       PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
                                                                r                                                                                          69
      *DETAILED ESTIMATE                                     Ea ,t Baton Rouge Parish Feasibility Study                                   DETAIL PAGE
                                                                           C. Beaver Bayou


            --- - ----------------------------- - ----------------------------- - - ------ - --- - --------------------         - - - - - -----------
            C 09. Channels and Canals QUANTY UOM CREW 10               OUTPUT        LABOR      EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COS7

            ------------------------------------------ - --     - ---------- --




               USR PM PEO-motor grader                                               25.84          0.00         0.00           0.00        25.94
                                          1086.00 HR PEOM               1.00        28,062              0             0            0       28,062      25.84


               USR PM TRUCK DRIVER - w                                               17.50          0.00         0.00           0.00        17.50
                                          1086.00 KR TRKM               1.00        19,005              0             0            0       19,005      17.50


               USR PM LABORER                                                        16.67          0.00         0.00           0.00        16.67

                                          4344.00 HR LABM               1.00        72,415              0             0            0       72,415      16.67


               USR PM foreman 3 $26.5                                    -           26.50          0.00         0.00           0.00        26.50
                                          2172.00 HR FOREMAN3           1.00        57,558              0             0            0       57,558      26.5C

                                                                               ----------

                       Excavation           695000 CY                            1,151,402     1,640,625              0      321,572    3,113,600        4.48




















































            LABOR ID: EBRO01      EQUIP 10: EBRO01                       Currency in DOLLARS                          CREW ID: EBRO01    UPS ID: EBR001











            'rue 27 Sep 1994                                        U.S. Army Corps of Engineers                                              TIME 10:16:01
                                                       PROJECT EBR001:      East Baton Rouge Psh Peas. - NED
            DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                     DETAIL PACE  lei
                                                                            C. Beaver Bayou



                ------- - ------   - ---------- - --- -

             C 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

            -------- - ------- - ------ - --- - ---



                                        C 09013002 01. Geotextilo Mat Turf Reinforcemnt
                                                        The geotestile mat will be laid out once the channel is cut to grade.
                                                        Channel excavation is expected to belin at the Comite River and continue
                                                        upstream. The fabric will be anchored by stone on the bottom of the
                                                        channel. A cherry picker will assist a group of laborers while laying out
                                                        the fabric. Fuseplug dams will be constructed ahead of the excavation in
                                                        order to keep the area as dry as possible.


               USR PM Turf reinforceme                                                 0.27         0.05          0.00          0.00          0.32
                                            545100 SY   CHYPK2         500.00       147,930        28,672             0             0      176,602      0.32


               USR PM geotextile                                                       0.00         0.00          4.10          0.00          4.10
                                            545100 SY                    0.00              0            0    2,237,090              0   2,237,090       4.10


               USR PM pins                                                             0.00         0.00          0.32           0.00         0.32
                                            545100 SY                     0.00         .   0            0      176o612              0      176,612      0.32


               USR PM safety 4 misc                                                    0.00         0.00          0.00      26175.00      26175.00
                                              1.00 LS                     0.00             0            0             0       26,175        26,175   26175.00

                                                                              - ---- - --- ----------- --
                       Geotextile Mat T 545100 SY                                   147,930        28,672    2,413,703        2-6-,17-5  -2,6-16-,-4-8-0





























            LABOR ID: EBROO1       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBRO01     UPS ID: EBRO01












            Tue 27 Sep 1994                                            U.S. Army Corps of Engineers                                                  TIME 10:16:01
                                                          PROJECT EBR001:       East Baton Rouge Psh Feas. - NED
       *DETAILED ESTIMATE                                       East Baton Rouge Parish Feasibility Study                                         DETAIL PAGE      71
                                                                                C. Beaver Bayou



            ------- - --------------------- - ------------------------------- - --- - --- - ----
             C 09. Channels and Canals QUANTY UOM CREW ID                 OUTPUT          LABOR      EQUIPMNT      14ATERIAL     SUPPLIES TOTAL COST UNIT COS7

            ------------ - ----------------- ---- --------



                                          C 09013002 02. R-90 Stone
                                                           This item will include cost to furnish and place the Stone only. Provision
                                                           for a railroad spur will be required'for offloading the rock. The nearest
                                                           location is in the vicinity of Denham Springs, La. The rock will be
                                                           offloaded by backhoes into trucks. The trucks will stockpile the material
                                                           in the vicinity of Wax Road and Beaver Bayou. When required, the material
                                                           will be trucked to the placement location where it will dump into a box.
                                                           A dragline will then place the stone into the section.


               USR PH   rip-rap:by train                                                   0.93          1.11           0.00          0.00           2.04
                        This item is for stone that isOCK1                 225.00       120,947       144,545                0             0      265, 492       2.04
                        delivered by train, offloaded
                        into trucks by backhoe, and
                        hauled to a temporary
                        stockpile area.


               USR PH   rip-rap:load fr                                                    0.89          0.91           0.00          0.00           1.81
                        This item is for loading stoneOCK2                 225.00       115,925       119,090                0             0      235,014        l.al
                        from a stockpile by backhoe and
                        hauling to the site. There it
                        will be placed by a
                        dragline with a rock box.


               USR PH   safety     misc                                                    0.00          0.00           0.00       20665.00      20665.00
                                                 1.00 LS                    0.00               0              0              0       20,665       20,665     20665.00


               USR PH   stone      material                                                0.00          0.00           3.51          0.00           3.51
                                              130200 TON                    0.00               0              0      457,002               0      457,002         3.51


               USR PH   stone      delivery                                                0.00          0.00           0.00          7.00           7.00
                                              130200 TON                    0.00               0              0              0      911,400       912,400         7.00


               USR PH   rail spur                                                          0.00          0.00           0.00       25000.00      25000.00
                                                 1.00 LS                    0.00               0              0              0       25,000       25,000     25000.00


               USR PH   small tools                                                        0.00       7111.00           0.00          0.00        7111.00
                                                 1.00 LS                    0.00               0         7,111               0             0         7,111    7111.00


               USR PH   all other operat                                                   0.00       5276.00           0.00          0.00        5276.00
                                                 1.00 LS                    0.00               0         5,276               0             0         5,276    5276.00


                        R-90 Stone            130200 IN                                 236,872       276,022        457,002        957,065     1,926,960        14.80















            LABOR 10: EBRO01        EQUIP ID: EBRO01                         Currency in DOLLARS                             CREW ID: EBRO01      UP3 ID: EBRO01











            Tue 21 Sep 1994                                          U.S. Army corps of Engin-rs                                                TIM 10:16:01
                                                        PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                      DETAIL PACE
                                                                             C. Beaver Bayou



            ------------------  - ---------------------------- - --------------- - - -------------- - -------- ------ - -

             C 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT          LABOR      EQUIPMUT      MATERIAL     SUPPLIES TOTAL COST UNIT COS-

               ----- ----  - ----- ---- - ---------------- - - - -- -                                                         - - - - - - -


                                         C 09013CO2 03. Hydromulch
                                                         This item includes the cost to do the following work:


                                                         Place hydromulch over the turf      reinforcement.


               USR PM hydro mulching                                                    0.04          0.02          0.13          0.00          0.19
                                            322400 SY    MULCH1        450.00         11,943         7,164        41,783              0       60,891       0.19


               USR PM safety G misc                                                     0.00          0.00          0.00       3589.00       3589.00
                                               1.OC LS                   0.00               0             0             0        3,589         3,589    3589.OC

                                                                               ----------- -----------

                       Hydromulch           322400 SY                                 11,943         7,164        41,783         3,589        64,480       0.20



























































            LABOR ID: EffRO01      EQUIP ID: EBRO01                        Currency in DOLLARS                         CREW ID: EBRO01      UPS ID: EBR001











            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                        PROJ'ECT EBRO01:    East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                     DETA:L PAGE     13
                                                                            C. Beaver Bayou


            -------------  - ------- - --- - --------- - -  - - -------------------     - -- - - -------- - - - - --------
             C 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT        LA30R      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                          C 09013002 04. Excavation for atone
                                                         Excavated material will be hauled to Devil's swamp. A dozer will be used
                                                         full time at the excavation site and'50% of the time at the disposal site.


                                                         Assumption:
                                                         1. Truck access is available on either side of the canal.


                                                         Center of gravity for Main channel is near Beaver Bayou 6 Hwy 3034.


               USR PM safety & misc                                                     0.00         0.00          0.00      14603.00      14603.00
                                               1.00 LS                    0.00              0            0             0       14,603       14,603    14603.00


               USR PM all other operat                                                  0.00      5249.00          0.00          0.00       5249.00
                                               1.00 LS                    0.00              0        5,249             0              0       5,249    5249.OC


               USR FM small tools                                                       0.00      5757.00          0.00          0.00       5757.CO
                                               1-OC LS                    0.00              0        5,757             0              0       5,757    5751.00


               USR PM haul roads (10%)                                                  0.00         0.00          0.00      38395.00      38395.00
                                               1.00 LS                    0.00              0            0             0        38,395      38,395    38395.oo


               USR PM BACKHOE CAT 235                                                   0.00         68.78         0.00          0.00         68.78
                                             362.00 MR BKHC               1.00              0       24,898             0              0     24,898       68.78


               USR PM DOZER D-6 W/BLAD                                                  0.00         32.01         0.00          0.00         32.01
                                             543.00 MR DOZB               1.00              0       17,381             0              0     17,381       32.01


               USR PM trailer truck, 2                                                  0.00         28.00         0.00          0.00         28.OC
                                           7602.00 MR TRKH                1.00              0      212,856             0              0     212,856      28.00


               USR PM.WATER TRUCK 2000                                                  0.00         16.02         0.00          0.00         16.02
                                             181.00 MR TRKA               1.00              0        2,900             0              0       2,900      16.02


               USR PM MOTOR GRADER CAT                                                  0.00         24.29         0.00          0.00         24.29
                                             181.00 MR MOTG               1.00              0        4,396             0              0       4,396      24.29


               USR PM OILER                                                           16.50          0.00          0.00          0.00         16.50
                                             362.00 MR OILM               1.00        5,974              0             0              0       5,974      16.50


               USR PM TRUCK DRIVER                                                    17.50          0.00          0.00          0.00         17.50
                                           7602.00 MR TRKM                1.00       133,035             0             0              0     133,035      17.50


               USR PM PEO-backhoe                                                     25.84          0.00          0.00          0.00         25.84
                                             362.00 MR PEON               1.00        9,354              0             0              0       9,354      25.64


               USR PM PEO-dozer                                                       25.84          0.00          0.00          0.00         25.84
                                             543.00 MR PEON               1.00        14,031             0             0              0     14,031       25.84


               USR PM PEO-motor grader                                                25.84          0.00          0.00          0.00         25.84
                                             181.00 MR PEON               1.00        4,677              0             0              0       4,677      25.84





            LABOR 10: E3ROOl       EQUIP ID: EBRO01                       Currency In DOLLARS                          CREW ID: EBROO1      UPB ID: EBROCI











            Tun 27 Sep 1994                                         U.S. Army Corps of Engina@;-s                                             TIME 10:
                                                       PROJECT EBRO01:      East Baton Rouge P@;,-, Fans. - NED
            DE'ZA:LEO ESTIMATE                               East Baton Rouge Parish Feasibility Study                                     DETAIL pAcE     74
                                                                            C. Beaver Bayou



            ------------ - ------ - -- - --------------- ----     - -- - ------------- - -                                                ----- - - --------

             C 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT        LABOR       EQUIPMNT     KATERIAL     SUPPLIES TOTA.L COST UNIT CCS7





               USR PM TRUCK DRIVER - w                                               17.50          0.00           0.00          0.00       17.50
                                            181.00 HR TR.KM              1.00        3,168              0             0             0       3,168       17.51.


               USR PM LABORER                                                        16.67          0.00           0.00          0.00       16.67
                                            724.00 HR LAZM               1.00        12,069              0            a             0       12,069      16.67


               USR PM foreman 3 $26.5                                                26.50          0.00           0.00          0.00       26.50
                                            362.00 HR FOREMAN3           1.00        9,593              0             0             0       9,593       26.50


                       Excavation for 2     115700 CY                               191,900       273,438             0       52,998       518,336       4.48

















































                                                                                                                                                         0








            LABOR ID: EBROO1       EQUIP ": EBROO1                        Currency in DOLLARS                         CREW 10: EBRCO1     UPB 10: EBROOI











           Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                       PROJECT EBR001:      East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                     DETAIL PACE      75
                                                                             C. Beaver Bayou


           ----------------   - - - -----  - ----------------- ---- - -
            C 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST



                                        C 09013002 05. Fuseplug Dams
                                                         This item will include cost to do the followinq work:


                                                         Fuseplug dams will be built to contain the water while It's not raining. A
                                                         backhoe will be used to build them. Each dam will be built approximately
                                                         2.000 ft in advance of the channel construction. A pump and a firehouse
                                                         will be available for the occasions when the dam should be breached in
                                                         order to allow the passage of high rainfall events. Material for the dams
                                                         will be borrowed near the dam site. The dams will incorporate a culvert to
                                                         allow low rainfall events to pass without destroying the fuseplug dam.
                                                         There will be no more than 3 dam, in use at any time during the
                                                         construction.


                                                         total length of all work: 85,600 LF
                                                         Quantity: 65,600 If / 2,000 If/dam - 32.8 dams
                                                         32.8 dams * 2(replacement factor) - 66 dams; SAY 65 dams


                                                         Fuseplug dimensions: 6 ft height, 4 ft crown, I on 1.5 ss
                                                         -> approx. 40 cy/dam;      65 dams     40 cy/dam     2600 cy


                                                         Estimated time: I dam per day


              USR PM construct dams                                                    6.46          9.23           0.00         0.00        15.69
                                          2600.00 cy     BKH002          4.00        16,796        23,998             0              0      40,794       15.69


              USR PM culvert                                                           0.00          0.00       1080.00          0.00       1080.00
                                              6.00 EA                   0.00             0              0         6,480             0       6,480     1080.OC


              USR PM breaching dams                                                    0.00          0.00           0.00       400.00       400.00
                                             32.00 EA                    0.00             0              0            0        12,800       12,800      400.00


              USR PM safety & misc                                                     0.00          0.00           0.00      2326.19       2326.19
                                              1.00 LS                    0.00             0              0            0         2,326        2,326     2326.19


                       Fuseplug Dams                                                 16,796        23,998         62,480        15,126       62,400























           LABOR ID: EBRO01      EQUIP ID: EBR0O1                        Currency in DOLLARS                         CREW ID: EBRO01     UPB ID: EBROO1
 










            Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                               TIM 10:16:01
                                                        PROJECT EBROCI:      East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                 East Baton Rouge Parish feasibility Study                                      DETAIL PAGE*6
                                                                             C. Beaver Bayou



                                           - ------- ------------------------

             C 09. Channels and Canals QUANTY Uom CREW ID               OUTPUT         LABOR      EQUIPMUT      KATERIAL    SUPPLIES TOTAL COST UNIT COS-1

                         - --------- - ----


                                         C 09019906 01. Aesthetic Tres Planting
                                                          This item is for all equipment, labor, and natorials required to plant
                                                          trees. 4 laborers will be used to plant trees. A flatbod truck will be
                                                          used to haul tries to planting sites.


                                                          Note: Cost for trees based on assumptions of the following trees
                                                                5 gallon, 2 year crop


                                                          10 cypress      $6 ea
                                                          5 drake elm     $14 a&
                                                          5 swamp red maple - $6 ea
                                                          10 sweet gum - $6 ad
                                                          25 water oak - 36 as
                                                          30 willow oak - 36 ea
                                                          5 crepe myrtle - 58 as
                                                          10 flash pine - $11 ea


                                                            WEIGHTED COST: $7/tree


                USR PM tree planting                                                    3.69           0.47        0.00           0.00          4.16
                                            4500.00 EA TREE019            30.00      16,602          2,123             0              0      18,725       016

                USR PM small tools(5% 0                                                 0.00        930.00         0.00           0.00       830.00
                                               1.00 LS                    0.00              0           830            a              0          830     830-00


                USR PM trees                                                            0.00          0.00         7.56           0.00          7.56
                                            4500.00 CA                    0.00              0             0       34,020              0      34,020        7.56


                USR PM safety & misc                                                    0.00          0.00         0.00         425.00       425.00
                                               1.00 Ls                    0.00              0             0            0           425           425     425-00


                        Aesthetic Tree P 4500.00 EA                                  16,602          2.953        34,020           425       54,000       12-00




                        Channels and Can                                           2,375,143     2,783,073     2,952,988     1,459,451    9,570,656

























             LABOR ID: EBRO01      EQUIP ID: EBRO01                        Currency in DOLLARS                         CREW ID: EBRO01      UPS ID: EBRO01









          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                    PROJECT EBROOI:    East Baton Rouge Psh Feas. - NED
       OETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                DETAIL FACE    77
                                                                       C. Beaver Bayou


          -------- - - ---------------------------------- ----------- -
            C 29. Project Cooperation QUANTY UOM CREW ID         OUTPUT         LABOR     EQUIPMMT     KATERIAL    SUPPLIES TOTAL COST UNIT COST

          --- - --------------- - --- - - - ----------------------


                    C 29. Project Cooperation Agreements


              USR    Project Cooperat                                            0.00         0.00         0.00     4100.00      4100.00
                                           1.00 LS                  0.00             0            0           0       4,100        4,100    4100.OC


                     Project Cooperat                                                0            0           0       4,100        4,100






























































          LABOR ID: EBROOl      EQUIP ID: EBRO01                    Currency In DOLLARS                      CREW ID: EBRO01    UPB ID: EBROOI







           Tue 27 Sep 1994                                        U.S. Amy Corps of Engineers                                              TIME 104
                                                      PROJECT EBRO01:     East Baton Rouqe Psh Feas. - NED
           DETAILED ESTIMATE                                East Baton Rouqe Parish Feasibility Study                                   DETAIL PACE     IS
                                                                          C. Beaver Bayou



           - - ------- - --------------------- - ------- - - ------------ - -- - --- - ---- - - ------------ - - -    - ---------
             C 30. Enginoerinq and Des QUANTY UOM CREW ID            OUTPUT        LABOR      EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT C@@ST



                     C 30. Enqin"rlnq and Design


               USR     Enqinearing and                                              0.00 1000000.00             0.00   250000.00 1250000.00
                                             1.00 LS                   0.00             0    1,000,000              0     250,000    1,250,C00     12500-10

                                                                             - - ------- ----------- - -- -
                       Engineerinq and                                                  0    1,C00,000              0     250,000    1,250,C00















































                                                                                                                                                     . is












            Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                TIME 10:,6:01
                                                        PROJECT EBR001:      East Baton Rouge Psh Feas. - NED
        0-                                                      r                                                                               TAIL PACE
            DETAILED ESTIMATE                                 Ea.t Baton Rouge Parish Feasibility Study                                       DE               79

                                                                             C. Beaver Bayou



            ---------------------------------------------------------------------------------------------------------------------------

            C 31. Construction Manage QUANTY UOm CREw ID               OUTPUT          LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT CCS7

            ------------ - --- - ------- - ------------ - - -------                                                      - ----- - - -------------------



                     C 31. Construction Management


              USR     Construction Man                                                   C.00          0.00          0.00    583000.00     5830CO.00
                                              1.00 LS                    0.00               0             0              a      583,000       583,000  583COO.Cc

                                                                               --------  - - ----------- ----------- ----------- -- --------

                      Construction Man                                                      0             0              0      583,000       583,000


                       Beaver Bayou                                               2, 394, 424    5,786,578     2,971,425     3,495,966   14,648, 393



































































            LABOR ID: EBROO1       EQUIP ID: EBRO01                        Currency in DOLLARS                           CRFW ID: ERROO1     UPB ID: EBR001







           Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10:)*
                                                      PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                  DETAIL PAGE      ell
                                                                       0. Blackwater Bayou


           -----------  ------ - --------- - ---- - -----------------------    - ---- - ------------------------ - ----- --- ----- - -- --- - ----

             D 01. Lands 4 Damages        QUANTY UOM CREW ID        OUTPUT        LABOR      EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COST

           --- - ---- - -------------------------  - --- - - - ------------



                 D. Blackwater Bayou
                     0 01. Lands & Damages


               USR    Lands and Damage                                             0.00 1000000.00             0.00   476000.00 1476000.00
                                             1.00 LS                  0.00             0    1,000,000              0    476,Ooo    1,476,000     14760CO


                       Lands A Damages                                                 0    11000,000              0    476,000    1,476,CCO











          Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                   PROJECT EBR001:    East Baton Rouge Psh Feas. - NED
      ODETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                               DETAIL PAGE     81
                                                                    D. Blackwater Bayou



          ------------- ---- -- - -- - -- - ------- - --------------------------- - ----------------------- - ------- - ----- - - --

           D 02. Relocations            QUANTY UOM CREW ID       OUTPUT        LABOR      EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT COST

                       - ------------------ - ---- ------- - -------- -- -     - - --------- - ----------- - -



                    D 02. Relocations


              USR    Relocations                                                0.00 10000,00.00           0.00  675680.00 1675680.CO
                                           1.00 LS                 0.00            0     1,000,000            0     675,680    1,675,680    161,5680

                                                                         ----------- ----------- ----------- -  --------- -----------
                     Relocations                                                   0     1,000,000            0    675,680     1,675,680
































































           LABOR ID: EBRO01     EQUIP 10: EBRO01                    Currency in DOLLARS                      CREW ID: EBRO01    UPB ID: EBROOI













             Tue 27 Sep 1994                                            U.S. Army Corps of Engineers                                                  TIME "I
                                                          PROJECT EBRO01:       East Baton Rouge Psh Fees. - NED
             DETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                         DETAIL PACE       82
                                                                              D. Blackwater Bayou


             -----------  - ----------------------- - ----------------------- - ---- - - - - --------- - ----- --- - ------- - ---------

              D 06. Fish & Wildlife Fac QUANTY UOM CREW ID                 OUTPUT          LABOR      EQUIPMNT      MATERIAL      SUPPLIES TOTAIT COST UNIT CCST

             ---- - ---- -                 - ----- - --- - ------ - ------- - ---



                        0 06. Fish & Wildlife Facilities
                                           D 06037102 01. Fencing - barbed wire
                                                            This item will include cost to do the following work;


                                                            Fencing the selected mitigation site.


                                                            The fence will consist of poles spaced appropriately with 4 strands of
                                                            barb-wire.




                                                            Ist site              6203 If


                USR PM Fencing                                                             1.98            0.36         0.00            0.00          2.34
                                             6203.00 LF     TRACTOR1         17.00        12,286         2,233               0             0        14,519        2.34


                USR PM Fence post                                                          0.00            0.00         1.62            0.00          1.62
                                             6203-00 LF                       0.00              0             0        10,049              0        10,049        1.62


                USR PM Barbed wire - 4                                                     0.00            0.00         0.03            0.00          0.03
                                                24812 LF                      0.00              0             0           804              0           804      003

                USR PM safety A misc                                                       0.00            0.00         0.00        1673.17        1673.17
                                                 1.00 LS                      0.00              0             0              0         1,673         1,673    1673.17

                                                                                   ----------- -----

                         Fencing - barbed 6203.00 LF                                      12,286          2,233        10,853          1,673        27,045        4.36












           Tue 21 Sep 1994                                           U.S. Amy corps of Engineers                                                 T11,M 10:16:01
                                                        PROJECT EBROOI:      East Baton Rouge Pan Feas. - NED
       GDETAILEM ESTMATE                                      East Baton Rouge Parish Feasibility Study                                       DETAIL PACE     83
                                                                           D. Blackwater Bayou


             ---------- - --------- - ------- - - -- - ----------   - ------- - ------ - ------ - --------------- -
             D 06. Fish & WildlifO Fac QUANTY UOM CREW ID               OUTPUT         LABOR      EQUIPMNT      KATERIAL     SUPPLIES TOTAL COST UNIT CCST

           - - ------ - - -----



                                         D 06037302 01. Planting Trees
                                                          This item will include cost to do the following work:
                                                                                                      I

                                                          Planting the selected mitigation site.


                                                          Planting 300 trees per acre (121 x 121) in cleared areas. Seedlings will
                                                          consist of 4 species of oak (Nuttall, water, willow, cherry bazk) and sweet

                                                          pecan.




                                                          lst site       107 acre


               USR PM planting trees                                                   42.09          7.65          0.00            0.00        49.14
                                             107.00 AC TRACTOR1            0.80        4,504            819              0             a        5022        49.74


               USR PM seedlings (300                                                     0.00         0.00          0.16            0.00          0.16
                                              32100 EA                     0.00              0             0        5,200              0        5,200        0.16


               USR PM safety & misc                                                      0.00         0.00          0.00         712.71        712.71
                                               1.00 LS                     0.00              0             0             0           713           713     712.7"


               USR PM Land preparation                                                   0.00         0.00          0.00          15.00         15.00
                                             107.00 AC                     0.00              0             0             0        1.605         1,605       15.00


                       Planting Trees        107.00 AC                                 4,504            819         5,200         2,318        12,840      120.00



                                                                                --------- - ---- - -

                       Fish & Wildlife                                                 16,790         3,052        16,053         3,991        39,885




































            LABOR 10: EBRO01        EQUIP 10: EBRO01                        Currency in DOLLARS                          CREW 10: EBRO01     UPB 11): EBRO01











             Tue 27 Sep 1994                                             U.S. Army Corps of Engineers                                                    T' IM 10:
                                                            PROJECT EBRO01:       east Baton Rouge Psh reas. - NED
             DETAILED ESTIMATE                                    East Baton Rouge Parish Feasibility Study                                           DETAIL PAGE      84
                                                                               0. 81ackwater Bayou



             - - ------------------------------- - ------------------------------ - ----- --------------- - --- ----

              D 09. Channels and Canals QUANTY UOM CREW Ir)                 OUTPUT          LABOR       EQUIPMNT      MATERIAL      SUPPLIES TOTAL COST UNIT CosT




                        D 09. Channels and Canals
                                           D 09010101 01. Mob & Demob
                                                             This item will include cost to do th@ following work:
                                                             mob and demob all equipment


                                                                            1 operation
                                                                                  mob              1 day
                                                                                  demob            1 day
                                                                                  subtotal         2 days


                                                                            0 of contracts          1


                                                                            2 operation x      1 contracts - 2 operations


                                                              2 operations x 2 wd            operation - 4 days + 2 days (additional)             6 wd


                USR PH BACKHOE CAT 235                                                       0.00           39.52          0.00          0.00          39.52
                                               120.00 HR BKHC                 1.00              0                             0               0        4. 742      39.52
                USR PH chipping machine                                                      0.00           15.00          0.00          0.00          15.00       0
                                                60.00 HR CHIPPER              1.00              0            900              0               0          900       15.00


                USR PH chainsaw, Hoaeli                                                      0.00           0.17           0.00          0.00            0.17
                                               120.00 HR CHNSAW               1.00              0              20          .  0               0            20        0.17


                USR PH CHERRYPICKER GRO                                                      0.00           13.53          0.00          0.00          13.53

                                                60.00 HR CHYA                 1.00              0            812              0               0          812       13,53


                USA PH DOZER D-6 W/BLAD                                                      0.00           13.85          0.00          0.00          13.85
                                               180.00 HR     DOZB             1.00              0           2,493             0               0        2, 493      13.85


                USR PH F E LOADER CAT 9                                                      0.00           13.73          0.00          0.00          13.73
                                                60.00 HR     FELA             1.00              0            824              0               0          824       13,73


                USR PH WATER TRUCK 2000                                                      0.00           5.97           0.00          0.00            5.97
                                                60.00 HR     TRKA             1.00              0            358              0               0          358         5.97


                USR PH foreman 3 $26.5                                                      26.50           0.00           0.00          0.00          26.50
                                               240.00 HR     FOREMAN3         1.00          6o360               0             0               0        6,360       26.50


                USR PH LABORER                                                              16.67           0.00           0.00          0.00          16.67
                                               420.00 HR     LABM             1.00          7,001               0             0               0        7,001       16,


                USR PH PEO-ALL EXCPT DR                                                     25.84           0.00           0.00          0.00          25.84
                                               660.00 HR     PEOM             1.00         17,054               0                             0       17,054       25,84
                USR PH TRUCK DRIVER                                                         17.50           0.00           0.00          0.00          17.50       0
                                               840.00 HR     TRKM             1.00         14,700               0             0               0       14,700       17.50


                USR PH trallering                                                            0.00           0.00           0.00        1500.00       1500.00
                                                22.00 EA                      0.00              0               0             0         33,000        33,000     1500.00



             LABOR ID: EBROO1        EQUIP 10: EBRO01                          Currency in DOLLARS                            CREW 10: EBROO1       UPB ID:   EBRO01













            Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                              TIME 10:16:Cl
        0                                             PROJECT EBROOI:      East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                    DETAIL PACE      85
                                                                        D. Blackwater Bayou


            -------------- - - -------------   - ---- - - ---- ---- - -- - ------- - - -- - ------------------ ------- - -- - - - -- -

            D 09. channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT CCS7

            ----- -- - ------------ - ---- - ------ - - ------- - ------------------ - -




              USR PM safety & misc                                                   -1.09         0.00          0.00       6573.00      6571.91
                                             1.00 LS                    0.00            -1             0             0        6,573        6,572     6571.91


              USR PM BACKHCE, HITACHI                                                 0.00         14.21         0.00          0.00        14.21
                                            60.00 HR BKH1               1.00              0          853             0             0         853      14.21


              USR PM trailer truck, 2                                                 0.00         28.00         0.00          0.00        28.00
                                           840.00 HR TFLKH              1.00              0       23,520             0             0       23,520     28.00


              USR PM MOTOR GRADER CAT                                                 0.00         13.17         0.00          0.00        13.17
                                            60.00 HR MOTG               1.00              0          790             0             0         790      13.17


                      Mob A Demob                                                   45,115        35,312             0       39,573       120,000
























































            LABOR ID: EBRO01      EQUIP ID: EBROO1                       Currency in DOLLARS                         CREW ID: EBRO01     UPB ID: EBR001













           Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                           TIME 10:
                                                     PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                 DETAIL PACE     96
                                                                       D. Blackwater Bayou


                                                                                    - - -- - --------- -------

            D 09. Channels and Canals QUANTY UOm CREW ID            OUTPUT         LABOR     EQU1?KKT     MATERIAL    SUPPLIES TOTAL COST UNIT COS7.

                                                       -- - - - - -------    - ---- - ----- -- -



                                       D 09011502 01. Clearing for Channel Dredging
                                                      This item will include all cost to clear and grub the:
                                                      1. channel right of way
                                                      2. access right of way


                                                      Because the burning of clearing debris is not allowed, and there was no
                                                      indication of what to do with the debris, we assumed the debris would be
                                                      chipped. The chipped material will be disposed of properly.


               USR PH Clearing w/D-6,F                                          1373.60        921.40         0.00          0.00     2295.00
                                          164.00 AC CLEARING2         0.10      225,210      151,110              0            0      316,.319  2295.00


               USR PH Grubbing w/ Cat                                           1040.19      1257.90          0.00          0.00     2298.09
                                          164-00 AC GRUBBING1         0.10      170,591      206,296              0            0      376,887   2298-39


               USR PM safety & misc                                                 0.00         0.00         0.00     20813.90     20813.90
                                             1.00 LS                  0.00             0            0             0      20,814        20,814  20813-90
                      Clearing for Cha 164.00 AC                                395,861      357,405              0      20,814       774,080   470












            ue 23 Sep 1994                                          U.S. Army Corps of Engineers                                              TIME 10:16:01
        0                                              PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
            DETAILM ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                       DETAIL PAGE    87
                                                                          D. Blackwater Bayou


            -- - -------------------------------------------- ------------- --- ---- - -- - ---           - - ---------- ---

            0 09. channels and Canals QUANTY UOM CREW ID               OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

            ------------- - -------- - ------------------ - ----------                  - -------- - -



                                        D 09011502 02. Excavation
                                                         Excavated material will be hauled to,0evil's Swamp. A dozer will be used
                                                         full time at the excavation site and 50% of the time at the disposal site.


                                                         AssuMption:
                                                         1. Truck access is available on either side of the canal.
                                                         2. Trucks will enter the worksite from the lower and and *x1t from the
                                                            upper end or vice-versa.


                                                         Center of gravity for Main channel is near Blackwater Road and Blackwator
                                                         Bayou.


               USR PH safety     misc                                                  0.00          0.00         0.00       45274.00     45274.00
                                              I.OC LS                     0.00             0              0            0       45,274        45,274   45274.00


               USR PH all other operat                                                 0.00     21063.00          0.00          0.00      21063.00
                                              1.00 LS                     0.00             0      21,063               0             0       21,063   21063.00


               USR PH small tools                                                      0.00     24347.00          0.00          0.00      24347.00
                                              1.00 LS                     0.00             0      24,347               0             0       24, 347  24347.00


               USR PH haul roads (10%)                                                 0.00          0.00         0.00      156430.00    156430.00
                                              1.00 LS                     0.00             0              0            0      156,430        156,430  156430.00


               USR PH RACKHOE CAT 235                                                  0.00         68.78         0.00          0.00         68.78
                                           1991.00 HR BKHC                1.00             0      136,941              0             0       136,941    68.78


               USR PH DOZER D-6 W/BLAD                                                 0.00         32.01         0.00          0.00         32.01

                                           2986.50 HR DOZB                1.00             0      95,598               0             0       95,598     32.01


               USR PH trailer truck, 2                                                 0.00         28.00         0.00          0.00         28.00
                                             27874 HR    TRKH             1.00             0      780,472              0             0       780,472    28.00


               USR PH WATER TRUCK 2000                                                 0.00         16.02         0.00          0.00         16.02
                                            995.50 HR    TRKA             1.00             0      15,948               0             0       15,948     16-02


               USR PH MOTOR GRADER CAT                                                 0.00         24.29         0.00          0.00         24.29
                                            995.50 HR    MOTC             1.00             0      24,181               0             0       24,181     24.29


               USR PH OILER                                                           16.50          0.00         0.00          0.00         16.50
                                           1991.00 HR    OILM             1.00        32,855              0            0             0       32,855     16.5C


               USR PH TRUCK DRIVER                                                    17.50          0.00         0.00          0.00         17.50
                                             27874 HR    TR"I             1.00      487,795               0            0             0       487,795    17.50


               USR PH PEO-backhoe                                                     25.84          0.00         0.00          0.00         25.84
                                           1991-00 HR    PEOM             1.00        51,447              0            0             0       51,441     25.84


               USR PH PEO-dozer                                                       25.84          0.00         0.00          0.00         25.84
                                           2986.50 HR    PEOM             1.00        77,170              0                          0       77,170     25.84





            LABCR 10: EBRO01       EQUIP 10: EBRO01                       Currency in DOLLARS                          CREW ID: EBRO01       UPB 10: EBR001







            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10-1w
                                                       PROJECT EBROOI:      East Baton Rouge Psh Fees. - NED
            DETAILM ESTIMATE                                 Fast Baton Rouge Parish Feasibility Study                                     DETAIL PACE      88
                                                                          0. Blackwater Bayou



                            - -- ---- - ----------------- - ------------------- - -- - -------------- ---------------- - --

             D 09. Channels and Canals QUANTY UOm cREw iD              OUTPUT        LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT CC57

                                                                                 - -----         -- - - - -- -




               USR PH PEO-motor grader                                               25.84          0.00          0.00          0.00        25.84
                                            995.50 HR PEOM               1.00       25,723               0            0             0      25,723       25.84


               USR PH TRUCK DRIVER - w                                               17.50          0.00          0.00          0.00        17.50
                                            995.50 HR TRKM               1.00       17,421               0            0             0      17,421       11.50


               USR PH LABORER                                                        16.67          0.00          0.00          0.00        16.61
                                           3982.00 HR LABM               1.00       66,381               0            0             0      66,381       16.67


               USR PH foreman 3 $26.5                                                26.50          0.00          0.00          0.00        26.50
                                           1991.00 HR FOREMAN3           1.00       52,762               0            0             0      52,762       26.5C

                                                                               ------ - - - ------

                       Excavation           517600 CY                               811,554     1,098,549             0       201,704    2,111,808        4.08












            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10:16:0!
                                                       PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
            DETAILED ESTIMATE                                Fast Baton Rouge Parish Feasibility Study                                    DETAIL PACE      89
                                                                         D. Blackwater Bayou


            -- -------------------- - ------------------------------------------------ ---          - --- - ------------------- - ---

             0 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR     EQUIPMNT      MATERIAL    SUPPLIES TOTAL COST UNIT COS7

            -------- - --------------------- - ----------- - ---- - ------    - ---------------------------------- - - - --- - ------- -



                                        D 09013002 01. Geotextile Mat Turf Reinforcemnt
                                                        The geotextile mat will be laid out once the channel is cut to grade.
                                                        Channel excavation is expected to beqin at the Comite River and continue
                                                        upstream. The fabric will be anchored by stone on the bottom of the
                                                        channel. A cherry picker will assist a group of laborers while laying out
                                                        the fabric. Fuseplug dams will be constructed ahead of the excavation in
                                                        order to keep the area as dry as possible.


               USR PM Turf reinforceme                                                0.27          0.05          0.00          0.00          0.32
                                            887000 SY CHYPK2           500.00       240,715       46,656              0             0     287,372        0.32


               USR PM gectextile                                                      0.00          0.00          4.10          0.00          4.10
                                            887000 SY                    0.00              0            0    3,640,248              0   3,640,248        4.io


               USR ?M pins                                                            0.00          0.00          0.32          0.00          0.32
                                            887000 SY                     O.CO             0            0      287,388              0      287,388       0.32


               USR PM safety & misc                                                   0.00          0.00          0.00      42592.30      42592.30
                                              1.00 LS                     0.00             0            0             0       42,592        42,592   42592.30

                                                                              -------- - - ----------- ----------- --- ---- -- --- -------

                       Geotextile Mat T     887000 SY                               240,715        46,656    3,927,636        42,592     4,257,600       4 .80














































            LABOR ID: EBROCI       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBRO01     UPB 10: EBRO01












            Tue 27 Sep 1994                                          U.S. Amy corps of Engineers                                                 TIME 10:
                                                         PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED                                             0
            DETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                       DETAIL PACE     90
                                                                           0. Blackwater Bayou


            ---- ---------- ------------------ - --- - --- - ------------------        - ----- ---------------     - ---------- - -   - --------
             D 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT         LABOR     EQUIPMUT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                         D 09013002 02. R-90 Stone
                                                          This item will include cost to furnish and place the stone only. Provision
                                                          for a railroad spur will be required for offloadinq the rock. The nearest
                                                          location is in the vicinity of Denham Springs, La. The rock will be
                                                          offloaded by backhoes into trucks. The trucks will stockpIle the material
                                                          in the vicinity of Hooper Road and Blackwater Bayou. When required, the
                                                          material will be trucked to the placement location where it will dump
                                                          into a box. A dragline will then place the stone into the section.


                USR PM  rip-rap:by train                                                1.01          1.23          0.00          0.00           2.24
                        This item is for stone that isOCK1A              225.00      138,125      170,131               0             0       308,856      2.24
                        delivered by train, offloaded
                        into trucks by backhoe, and
                        hauled to a temporary
                        stockpile area.


                USR PM  rip-rap:load fr                                                 1.05          1.16          0.00          0.00           2.21
                        This item is for loading stoneOCK2A              225.00      144,127      160,338               0             0       3C4t465      2.21
                        from a stockpile by backhoe and
                        hauling to the site. There it
                        will be placed by a
                        draqline with a rock box.


                USR PM safety 4 misc                                                    0.00          0.00          0.00      47997.70      47997.70
                                               1.00 LS                    0.00             0              0             0        47,998       47,998    47997.70


                USR PM stone - material                                                 0.00          0.00          3.51          0.00           3.51
                                             137800 TON                   0.00             0              0      483,678              0       483,678      3.51


                USR PM stone - delivery                                                 0.00          0.00          0.00          7.CO           7.00
                                             137800 TON                   0.00             0              0             0      964,600        964,600      7.00


                USR PM rail spur                                                        0.00          0.00          0.00      25000.00      25000.00
                                               1.00 LS                    0.00             0              0             0        25,000       25,000    25000.OC


                USR PM small tools                                                      0.00      8480.00           0.00          0.00        8480.00
                                               1.00 LS                    0.00             0          8,480             0             0         8,480    048C.00


                USR PM all other operat                                                 0.00      6604.00           0.00          0.00        6604.00
                                               1.00 LS                    0.00             0          6,604             0             0         6,604    6604-00

                                                                                ----------- ---

                        R-90 Stone           137800 TN                               282,852      345,553        483,678     1,037,598     2,149,680      15.60




                                                                                                                                                          0






      ,Tue 27 Sep 1994                                             U.S. Army Corps of Engineers                                              TIME 10:16:Cl
                                                       PROJ-ECT EBRO01:    East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                     DETAIL PACE     91
                                                                         D. Blackwater Bayou



           ------------------------------------------------------------------------------------------------------
            D 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT          LABOR     EQUI?MNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

           ------------ -  - -----------


                                        D 09013002 03. Hydromulch
                                                        This item includes the cost to     do the following work:


                                                        Place hydromulch over the turf     reinforcement.


              USR PM hydro mulching                                                   0.04          0.02          0.13         0.00          0.19
                                           551500 SY MULCH1          450.00         20,430        12,256       71,474              0     104,160        0.19


              USR PM safety & misc                                                    0.00          0.00          0.00      6139.79      6139.79
                                             1.00 LS                    0.00              0            0             0        6,140         6,140    6139.79

                                                                                                - -- - -- -------- ----- -

                      Hydromulch           551500 sy                                20,430        12,256        71,474         6,140     110,300        0.20
























































           LABOR ID: EBR001       EQUIP 10: EBRO01                       Currency In DOLLARS                        CREW ID: EBRO01      UPB ID: EBROOI













             Tue 27 Sep 1994                                              U.S. Amy Corps of Engineers                                                     TIME 10:
                                                            PROJECT EBRO01:         East Baton Rouge PSh Feas. - NED
             DETAILED ESTIMATE                                     East Baton Rouge Parish Feasibility Study                                            DETAIL PACE      92
                                                                                D. Blackwater Bayou


                                       --- - - - - --- ------------- - - -------

              0 09. Channels and Canals QUANTY UOM CREW ID                   OUTPUT          LABOR       EQUIPMNT       MATERIAL     SUPPLIES TOTAL COST UNIT COS7

                                             - -- - ----- - ---- - ---------- -



                                             D 09013002 04. Excavation for stone
                                                              Excavated material will be hauled to Devil's Swamp. A dozer will be used
                                                              full time at the excavation site and 504 of the time at the disposal site.


                                                              Assumption:
                                                              1. Truck access is available on either side of the bayou.


                                                              2. Trucks will enter the worksite from the lower end and exit from the
                                                              upper end or vice-versa.


                                                              Center of gravity for Main channel is near           Slackwater Rd. and Blackwater
                                                              Bayou.


                 USR PM safety      misc                                                      0.00          0.00            0.00       12281.70      12281.70
                                                  1.00 LS                      0.00                0             0              0        12,282         12,282    12281.7C


                 USR PM all other operat                                                      0.00        5755.00           0.00          0.00       5755.00
                                                  1.00 LS                      0.00                0       5,755                0              0        5,755      575  0C
                 USR PM small tools                                                           0.00        6652.00           0.00          0.00       6652.00         6
                                                  1.00 LS                      0.00                0       6,652                0              0        6,652      6652.00


                 USA PM haul roads (109k)                                                     0.00          0.00            0.00       42734.00      42734.00
                                                  1.00 LS                      0.00                0             0              0        42,734         42,734   42734.0C


                 USR PM BACKHOE CAT 235                                                       0.00         68.78            0.00          0.00          68.78
                                                544.00 MR BKHC                 1.00                0       37,416               0              0        37, 416      68.78


                 USR PM DOZER 0-6 W/BLAD                                                      0.00         32.01            0.00          0.00          32.01
                                                816.00 MR DOZB                 1.00                0       26,120               0              0        26,120       32.01


                 USR PM trailer truck, 2                                                      0.00         28.00            0.00          0.00          28.00
                                               7616.00 MR TRKH                 1.00                0      213,248               0              0     213,248         28.10C


                 USR PM WATER TRUCK 2000                                                      0.00         16.02            0.00          0.00          16.02
                                                272.00 MR TRKA                 1.00                0       4,357                0              0        4o357        16-12


                 USR PM MOTOR GRADER CAT                                                      0.00         24.29            0.00          0.00          24.29
                                                272.00 MR MOTG                 1.00                0       6,607                0              0        6,607        24.29


                 USR PM OILER                                                                16.50          0.00            0.00          0.00          16.50
                                                544.00 MR OILM                 1.00          8,977               0              0              0        8,977        16.50


                 USR PM TRUCK DRIVER                                                         17.50          0.00            0.00          0.00          17.50
                                              7616.00 HR TRKM                  1.00        133,260               0              0              0     133,280              0


                 USR PM PEO-backhoe                                                          25.84          0.00            O.CO          0.00          25.84
                                                544.00 MR     PEOM             1.00         14,057               0              0              0        14,057       25.84


                 USA PM PEO-dozer                                                            25.84          0.00            0.00          0.00          25.84
                                                816.00 MR PEOM                 1.00         21,085               0              0              a        21,085       25.84












           Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                       PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
       ISETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility study
           0                                                                                                                               DETAIL PAGE     93
                                                                         D. Blackwater Bayou



           ------------ - ----------------- - --------------- - -------       - --------------------- - -- - ---- -

            0 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT        LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

           ------ - - - - ---- - - ------------- - ----




              USR PM PEO-motor grader                                                25.84          0.00          0.00         0.00         25.84
                                           272.00 HR PEOM               1.00         7,028             0             0             0        7,028      25.84


              USR PM TRUCX DRIVER - w                                                17.50          0.00          0.00         0.00         17.50
                                           272.00 HR TRKM               1.00         4,760             0             0             0        4,760      17.5C


              USR PM LABORER                                                         16.67          0.00          0.00         0.00         16.67
                                          1088.00 HR LABM               1.00         18,137            0             0             0        18,137     16.67


              USR PM foreman 3 $26.5                                                 26.50          0.00          0.00         0.00         26.50
                                           544.00 HR FOREMAN3           1.00         14,416            0             0             0        14,416     26.50


                      Excavation for s     141400 CY                               221,741       300,156             0        55,016       576,912       4.0a




















































           LABOR ID: EBROCI       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBR001      UPB ID: EBR001














            Tue 27 Sep 1994                                         rj.S. Army Corps of Engineers                                             TIME 10:
                                                       PRO,TECT EBRO01:     East Baton Rouge Psh Foas. - NED
            DETAILED ESTIMATE                                East Baton Rouge Pariah Feasibility Study                                    DETAIL PACE      94
                                                                          D. Blackwater Bayou



            -- ------- - --- - ------- - ------------- -

             0 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                        D 09013002 05. Fuseplug Dams
                                                         This item will   include cost to do the following work:
                                                                                                  I


                                                         Fuseplug dams will be built to contain the water while it's not raining. A
                                                         backhoe will be used to build them. Each dam will be built approximately
                                                         2,000 ft in advance of the channel construction. A pump and a firehouse
                                                         will be available for the occasions when the dam should be breached in
                                                         order to allow the passage of high rainfall events. Material for the dams
                                                         will be borrowed near the dam site. The dams will incorporate a culvert to
                                                         allow low rainfall events to pass without destroying the fuseplug dam.
                                                         There will be no more than 3 dams in use at any time during the
                                                         construction.


                                                         total length of all work: 81,100 LF
                                                         Quantity: 81,700 If / 2,000 lf/dam - 40.8 dams
                                                         40.8 dams * 2(replacement factor) - 82 dams; SAY 85 dams


                                                         Fuseplug dimensions: 6 ft height, 4 ft crown, 1 on 1.5 as
                                                         -> approx. 40 cy/dam;      85 dams    40 cy/dam     3400 cy


                                                         Estimated time: I dam per day


               USR PM construct dams                                                  6.46          9.23           0.00         0.00         15.69
                                           3400.00 CY    BKH002          4.00        21,964       31,382             0              0       53,346      15.69


               USR FM culvert                                                         0.00          0.00       1080.00          0.00       1OB0.00
                                              6.00 EA                    0.00             0             0         6,480             0        6,480    108C.00


               USR PM breaching dams                                                  0.00          0.00           0.00       400.00        400.00
                                             40.00 FA                    0.00             0             0            0        16,000        16,000     400-00


               USR PM safety 6 mimc                                                   0.25          0.00           0.00      5774.00       5774.25
                                              1.00 LS                    0.00             0             0            0         5,774         5,774   5774 .25


                       Fuseplug Dams                                                 21,964       31,382          6,480       21,774        81,600












            Tue 27 Sep 1994                                        u.s. Army corps of Engineers                                              TIME 10-.16:01
       0                                               PROJECT EBRO01:     East Baton Rouge Psh Feas. - NFD
            DETAILEI) ESTIMATE                               East Baton Rouge Parish Feasibility Study                                    DETAIL PACE      95
                                                                         D. Blackwater Bayou


            ------ ---- ---------- -- - - -   - ------- - - - ------ -----   - - - ------- - ---------

            0 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT         LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT CCS:

            -------------


                                        D 09019906 01. Aesthetic Tree Planting
                                                        This item is for all equipment, labor, and materials required to plant
                                                        trees. 4 laborers will be used to plant trees. A flatbed truck will be
                                                        used to haul trees to planting sites.


                                                        Notez cost for trees based on assumptions of the following trees
                                                               5 gallon, 2 year crop


                                                        10 cypress     $6 ea
                                                        5 drake elm     $14 ea
                                                        5 swamp red maple - $6 ea
                                                        10 sweet gum - 36 ea
                                                        25 water oak - S6 ea
                                                        30 willow oak - $6 ea
                                                        5 crepe myrtle - $8 ea
                                                        10 flash pine - S11 ea


                                                          WEIGHTED COST: $7/tree


               USR PM tree planting                                                   3.69          0.47         0.00           0.00          4.16
                                          5700.00 EA TFLEE018           30.00        21,029         2,689             0            0       23,718        4.16


               USR PM small tools(5% o                                                0.00       1051.00         0.00           0.00      1051.00
                                              1.00 LS                   0.00              0         1,051             0            0         1,051    1051.00


               USR PM trees                                                           0.00          0.00         7.56           0.00          7.56
                                           5700.00 EA                   0.00              0             0       43,092              0      43,C92        7.56


               USR FM safety fi misc                                                  0.00          0.00         0.00         539.00        539.00
                                              1.00 LS                   0.00              0             0             0          539           539     539.0c

                                                                              -- - ------ - - ---   - -- -----  - - - -----  - - - - --------

                       Aesthetic Tree P 5700.00 EA                                   21,029         3,740       43,092           539        68,400      12.00




                       Channels and Can                                          2,061,261     2,231,009     4,532,360     1.425,749   10,250,380



























            LABOR 10: EBR001       EQUIP ID: EBR001                      Currency In DOLLARS                          CREW ID: EBRO01    UPS ID: EBR001







            Tue 27 Sep 1994                                       U.S. Army Corps Of Engineers                                           TIM 10.-0
                                                      PROJECT EBRO01:    East Baton Rouge psh Feas. - NED
            DETAILED ESTImATE                              East Baton Rouge Parish Feasibility Study                                  DETAIL PAcE     96
                                                                       D. Blackwater Bayou


                                 - - - ------- ------------------------------ -----------------        - ---------- - --- - ----
             D 29. Project Cooperation QUANTY UOM CREW 10           OUTPUT         LABOR     EQUIPMT      KATERIAL    SUPPLIES TOTAL COST UNIT COST




                      0 29. Project Cooperation Agreements


               USR     Project Cooperat                                             0.00         0.00          0.00     4100.00      4100.00
                                             1.00 LS                  0.00              0            0            0       4,100        4,100    4100.00


                       Project Cooperat                                                 0            0            0       4,100        4,100










           Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
       0                                            PROXECT EBRO01:     East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                              East Baton Rouge Parish Feasibility Study                                DETAIL PAGE     97
                                                                      D. Slackwater Bayou


           ------------ - ----------------- - --------------------          - ----------------------------------------
            D 30. Engineering and Des QUANTY UOM CREW ID          OUTPUT        LABOR      EQUIPMNT     MATERIAL    SUPPLIES TOTAL COST UNIT COST

                               - --- - --------- - -                             - - --- - ------- - --


                     0 30. Engineering and Design


              USR     Engineering and                                            0.00 1000600.00             0.00  226000.00 1226000.00
                                            1.00 LS                  0.00            0    11000,000             0    226,000     1,226,000    1226COO

                                                                                                                 - ------ -    - ----- -
                      Engineering and                                                0    1,000,000             0    226,000     1,226,000






























































          LABOR 10: EBROOI      EOUIP ID: ESRO01                     Currency in DOLLARS                      CREW ID: EBRO01     UPS ID: EBRO01











          Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                         TIME 10
                                                   PROJECT EBRO01:    East Baton Rouge Psh Feas. - NED
          DETAILED ESTIMATE                             east Baton Rouge Parish Feasibility Study                               DETAIL PACE    98
                                                                    D. Blackwater Bayou



          ------------                                                                - ---- - --- -
           0 31. Construction Manage QUANTY UOM CREW ID          OUTPUT        LABOR     EQUIPMNT     MATERIAL   SUPPLIES TCTA.L COST UN:T COS7

             ---------- - - - ----- - ---------- -      - -- - ----- -



                    D 31. Construction Management


              USR    Construction Man                                            0.00        0.00         0.00    708000.00  708000.00
                                          1.00 LS                  0.00             a           0            0      708,000    708,000 708OCC.CC


                     Construction Man                                               0                        0      708,000    708,000

                     Blackwater Bayou                                      2,078,051    5,234,061    4,548,413    3,519,520 15,380,045









          Tue 27 Sep 1994                                     U.S. Army Corps Of Engineers                                         TZME 10:16:0!
                                                   PROJECT EBR001-    East Baton Rouge Psh Feas, - NED
      OETAILED ESTIMATE                                 East Baton  Rouge Parish Feasibility study                              DETAIL PAGE    99
                                                                       E. Ward Creek



          ------- - ------- - ------------------------------------------------ - ---------  - -------- - -- - --------- - - -----
           E 01. Lands and Damages      QUANTY UOm CREW jr)     OUTPUT         LABOR     EQUIPMNT    MATERIAL    SUPPLIES TOTAL COST UNIT CCS7
                          - --------------------------------- - - ------------- ---- - --- - -----



               E. Ward Creek
                   E 01. Lands and Damages


             USR    Lands and Damage                                            0.00        0.00         0.00   122540.00    122540.00
                                          1.00 LS                 0.00             0            0            0    122,540      122,540 122540.00

                    Lands and Damage                                               0            0            0    122,540      122,540
























































          LABOR ID: EBRO01     EQUIP ID: EBRO01                    Currency in DOLLARS                     CREW ID: F-BROO1   UPS 10: EBRO01









             Tue 27 Sep 1994                                           U.S. A=y Corps of Engineers                                                  TIME 10:16:01
                                                          PROJECT EBRO01:        East Baton ROU90 Psh Feas. - NED
                                                                East Baton Rouge Parish Feasibility Study                                         DET
             DETAILED ESTIMATE                                                                                                                      AIL PAGE      00
                                                                                 E. Ward Creek



             -- -------- - -     --- - - ------------------ - -- ------------ - ------------
              E 06. Fish 6 Wildlife FaC QUANTY UOM CREW ID                 OUTPUT         LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST
                    - - - - - - - - --- - -  - ---------------                                 - - - ----------- - - - --- -


                        E 06. Fish 4 Wildlife Facilities
                                           E 06037102 01. Fencing - barbed wire
                                                           This item will include cost to do the following work:


                                                           Fencing the selected mitigation site.


                                                           The fence will consist of poles spaced appropriately with 4 strands of
                                                           barb-wire.






                                                           Ist site              1838 if


                USR PM Fencing                                                             1.98         0.36          0.00            0.00          2.34
                                             1838.00 LF TRACTOR1            17.00         3,640           662              0             0         4,302      2.34

                USR PM Fence post                                                          0.00         0.00          1.62            0.00          1.62
                                             1838.00 LF                     0.00               0             0        2,978              0         2,978      1.62

                USR PM Barbed wire - 4                                                     0.00         0.00          0.03           0.00           0.03
                                             7352.00 LF                     0.00               0             0          238              0          238       003

                USR PM safety A misc                                                       0.00         0.00          0.00         495.77        495.77
                                                1.00 LS                     0.00               0             0             0           496          496      495.77

                        Fencing     barbed 1838.00 LF                                     3,640           662         3,216            496         8,014      4.36




























            LABOR ID: EBR001       EQUIP 10: EBROOI                         currency in DOLLARS                          CREW ID: EBR001      UPB ID: EBR001












          Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIM 10:16:01
                                                     PROJECT EBROOI:      East Baton Rouge Psh Feas. - NED
      &TAILED ESTIMATE                                     East Baton Rouge Parish Feasibility study                                      DETAIL PAGE 101
                                                                           E. Ward Crook



          -------------------------    - --- - --- --------- - --------- - - ------------ ---------- - ----
           E 06. Fish A Wildlife Fac QUANTY Uom CREW ID              OUTPUT        LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

          ---- -- - -----



                                       E 06037302 01. Planting Trees
                                                       This item will include cost to do thq following work:


                                                       Planting the selected m1tigation site.


                                                       Plantinq 300 trees per acre (121 x 12') in cleared areas. Seedlings will
                                                       consist of 4 species of oak (Nuttall, water, willow, cherry bark) and sweet

                                                       pecan.






                                                       1st site         32 acre


             USR PM planting trees                                                 42.09          7.65           0.00          0.00       49.74
                                           32.00 AC    TRACTOR1        0.80        1,347            245             0             0       1,592       49.74


             USR PM seedlings (300                                                   0.00         0.00           0.16         0.00          0.16
                                         9600.00 F-A                   0.00              0            0         1,555             0       1,555        0.16


             USR PM safety 4 misc                                                    0.00         0.00           0.00       213.00        213.00
                                             1.00 LS                   0.00              0            0             0           213          213     213.Co


             USR PM Land preparation                                                 0.00         0.00           0.00         15.00       15.00
                                           32.00 AC                    0.00              0            0             0           480          480      15.00


                     Planting Trees        32.00 AC                                1,347            245         1,555           693       3,840      120.0o



                                                                                     ---- --- - --- -------- -- -

                     Fish 4 Wildlife                                               4,987            906         4,771         1,189       11,854



































          LABOR 10: EaRO01       EQUIP ID: EBROO1                       Currency in DOLLARS                         CREW ID: EBRO01     UPB ID: EBROCI











            Tue 27 Sep 1994                                           U.S. Army corps of Engineers                                                 TIME 10:16:01
                                                         PROJECT EBRO01:       East Baton Rouge Psh Foss. - NED
            DETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility Study                                      DETAIL PXGE002
                                                                                 E. Ward Creek



            -- - - - - - --- - ---- - -------- - - -------- - - ----
              E 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT          LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

                                                            - - - ----------



                       E 09. Channels and Canals
                                          E 09010101 01. Mob A Demob
                                                           This item will include cost to do the following work:
                                                           mob and demob all equipment


                                                                         1 operation
                                                                               mob              1 day
                                                                               damob            1 day
                                                                               subtotal         2 days


                                                                            of contracts         1


                                                                         1 operation x      1 contracts - 1 operations


                                                            1 operations x 2 wd           operation     2 days + 1 days (additional)         3 wd


                 USR PM AIR COMPRESSOR                                                    0.00          2.92           0.00          0.00          2.92
                                                30.00 MR AIRF               1.00                0          as              0              0          as        2.92


                 USR PM BACKHOE CAT 2253                                                  0.00          20.95          0.00          0.00          20.95
                                                60.00 MR BKHB               1.00                0       1,257              0              0        1,257       2095

                 USR PM BACKHOE CAT 235                                                   0.00          39.52          0.00          0.00          39.52
                                                30.00 MR BKHC               1.00                0       1,186              0              0        1,186       39.52


                 USR FM chipping machine                                                  0.00          15.00          0.00          0.00          15.00
                                                30.00 MR CHIPPER            1.00                0          450             0              0          450       15.00


                 USR PM chainsaw, Homeli                                                  0.00          0.17           0.00          0.00          0.17
                                                60.00 MR CHNSAW             1.00                0          10              0              0          10        0.17


                 USR PM CHERRYPICKER GRO                                                  0.00          13.53          0.00          0.00          13.53
                                                30.00 HR CHYA               1.00                0          406             0              0          406       13.53


                 USR PM sealant hot miss                                                  0.00          3.50           0.00          0.00          3.50
                                                30.00 MR CMLT               1.00                0          105             0              0          105       3.50


                 USR PM CONCRETE PAVER 2                                                  0.00          27.97          0.00          0.00          27.97
                                                30.00 MR CNPV               1.00                0          839             0              0          839       27.97


                 USR PM DOZER D-4 W/BLAD                                                  0.00          7.56           0.00          0.00          7.56
                                                30.00 MR DOZA               1.00                0          227             0              0          227       7.56


                 USR PM DOZER D-6 W/BLAD                                                  0.00          13.85          0.00          0.00          13.85
                                                150.00 MR DOZB              1.00                0       2,078              0              0        2,078       13.85


                 USR PM F E LOADER CAT 9                                                  0.00          13.73          0.00          0.00          13.73
                                                30.00 MR FELA               1.00                0          412             0              0          412       13.73


                 USR PM MOTOR GRADER CAT                                                  0.00          13.17          0.00          0.00          13.17
                                                30.00 MR MOTG               1.00                0          395             0              0          395       13.17



             LABOR ID: EBRO01        EQUIP ID: ERRO01                        Currency in DOLLARS                           CREW ID: EBROO1      UPB ID: EBRO01












           Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                TIME 10:16:01
                                                       PROJECT EBRO01:      East Baton Rouge Psh FeaS. - NED
       ISDETAILED ESTIMATE                                   Ea st Baton Rouge Parish Feasibility study                                      DETAIL PAGE 103
                                                                              E. Ward Creek



           - -- ---  - ------- --

            E 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT        LABOR      EQUIPMUT      14ATERIAL    SUPPLIES TOTAL COST UNIT COST





              USR PM WATER PUMP 3' HO                                                  0.00          0.15          0.00          0.00          0.15
                                             30.00 HR PPTC               1.00               0             5             0             0             5     0.15


              USR PM trencher, chain,                                                  0.00          1.74          0.00          0.00          1.74
                                             30.00 HR T30OW002           1.00               0           52              0             0           52      1.74


              USR PM FARM TRACTOR JD                                                   0.00          2.24          0.00          0.00          2.24
                                             30.00 HR TRCB               1.00               0           67              0             0           67      2.24


              USR PM WATER TRUCK 2000                                                  0.00          5.97          0.00          0.00          5.97
                                             30.00 HR TRKA               1.00               0          179              0             0          179      5.97


              USR PM Dump truck, 12 c                                                  0.00          22.00         0.00          0.00          22.00
                                            750.00 HR TRKI               1.00               0       16,500              0             0      16,500       22.00


              USR PM CARPENTER                                                        26.04          0.00          0.00          0.00          26.04
                                             60.00 HR CARM               1.00         1,562               0.            0             0        1,562      26-04


              USR PM CEME@NT MASON                                                    23.26          0.00          0.00          0.00          23.26
                                            120.00 HR CHM                1.00         2,792               0             0             0        2,792      23.26


              USR PM foreman 3 $26.5                                                  26.50          0.00          0.00          0.00          26.50
                                            150.00 HR FOREMAN3           1.00         3,975               0             0             0        3,975      26.50


              USR PM IRONWORKER                                                       26.18          0.00          0.00          0.00          26.18
                                             30.00 HR IRNM               1.00            786              0             0             0          786      26.18


              USR PM LABORER                                                          16.67          0.00          0.00          0.00          16.67
                                            120.00 HR LABM               1.00         2,000               0             0             0        2,000      16.67


              USR PM PEO-ALL EXCPT DR                                                 25.84          0.00          0.00          0.00          25.84
                                            540.00 HR PEOM               1.00         13,953              0             0             0      13,953       25.84


              USR PM TRUCK DRIVER                                                     17.50          0.00          0.00          0.00          17.50
                                            750.00 HR TRKM               1.00         13,125              0             0             0      13,125       17.50


              USR PM LABORER                                                          16.67          0.00          0.00          0.00          16.67
                                            300.00 HR LABN               1.00         5,001               0             0             0        5,001      16. G'7


              USR PM LABORER (reinf)                                                  16.67          0.00          0.00          0.00          16.67
                                             60.00 HA LASM               1.00         1,000               0             0             0        1,000      16.67


              USR PM trailerinq                                                        0.00          0.00          0.00        1500.00       1500.00
                                             17.00 EA                    0.00               0             0             0       25,500       25,500     1500.00


              USR PM safety      misc                                                 -0.40          0.00          0.00       26051.00      26050.60
                                              1.00 LS                    0.00               0             0             0       26,051       26,051    26050.60


                      Mob A Demob                                                     44,194        24,255              0       51,551       120,000





           LABOR ID: EBRO01       EQUIP 10: EBRO01                        Currency in DOLLARS                           CREW ID: EBRO01      UPB ID: EBRO01






             Tue 27 Sep 1994                                       U.S. Army corps of Engineers                                            TIME 10-W
                                                       PROJECT EBROOI:     East Baton Rouge Psh Fees. - NED
             DETAILED ESTIMATE                              East Baton Rouge Parish Feasibility Study                                    DETAIL PACE 104
                                                                            E. Ward Crook



             --------- - - -- - - ---------------------- - -----        - -- - -- - ------ - -----

             E 09. Channels and Canals QUANTY UOM CREW ID             OUTPUT         LABOR     EQUIPHNT     MATERIAL     SUPPLIES TOTAL COST UNIT Cos-,

             ----------- ---- - -- - ---- - - ------- - - - --------


                                        E 09011502 01. Clearing for Channel Dredging
                                                        This item will include all cost to clear and grub the:
                                                        1. channel right of way
                                                        2. access right of way


                                                        Because the burning of clearing debris Is not allowed, and there was no
                                                        indication of what to do with the debris, we assumed the debris would be
                                                        chipped. The chipped material will be disposed of properly.


                USR PM Clearing w/D-6,F                                            1373.60      921.40           0.00         0.00       2295.00
                                             20.00 AC   CLEARING2       0.10        27,472      18,429              0             0      45,9CO   2295.0C


                USR PM Grubbing w/ Cat                                             1040.19      1257.90          0.00         0.00       2298.09
                                             20.00 AC   GRUBBING1       0.10        20,804      25,158              0             0      45,962   2298.09


                USR PM safety & misc                                                  0.00         0.00          0.00      2538.20       2538.20
                                              1.00 LS                   O.CO             0             0            0        2,538         2,538  2538.20

                                                                             -------- - - -------- --- -

                       Clearing for Cha      20.00 AC                               48,276      43,586              0        2,538       94,400   47
                                                                                                                                                     INC












                                                                                                                                                    0








             LABOR 10i EBRO01      EQUIP 10: EBRO01                      Currency in DOLLARS                        CREW 10: EBRC01      UPB ID: EBR001












          Tue 27 Sep 1994                                          U.S. Army corps of Engineers                                                TIME 10:16:01
                                                       PROJECT EBRO01:      East Baton Rouge Psh Fees. - NED
       &TAILED, ESTIMATE                                     Cast Baton Rouge Parish Feasibility Study                                       DETAIL PAGE 105
                                                                             E. Ward Creek



          -- - ------ -

           e 09. channels and Canals QUANTY UOM CREW 10                OUTPUT         LABOR      EQU:PMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

                        - - - ----- - ----------- ---- -                   - - - --------



                                         E 09011502 02. Excavation
                                                        A backhoe will excavate material and-load Into awaiting trucks. The
                                                        material will be hauled to Mississippi River batture located near the
                                                        Intersection of Gardere Ln and River Road. A dozer will be

                                                        used full time at the excavation site.




                                                        The equipment will work from the base of the channel. See construction
                                                        access Item for details relating to the construction access.


              USR PM safety     misc                                                   0.00          0.00          0.00     24544.60       24544.60
                                              1.00 LS                    0.00               0            0             0       24,545        24,545   24544.60


              USR PM all other operat                                                  0.00       6907.00          0.00          0.00        6907.00
                                              1.00 LS                    0.00               0        6,907             0             0        6,907     690.0o


              VSR PM small tools                                                       0.00       9851.00          0.00          0.00        9851.00
                                              1.00 LS                    0.00               0        9,851             0             0        9,851     9851.00


              USR PM haul roads, (10%)                                                 0.00          0.00          0.00     57200.00       57200.00
                                              1.00 LS                    0.00               0            0             0        57,200       57,200    57200.00


              USR PM BACKHOE CAT 225B                                                  0.00          36.92         0.00          0.00         36.92
                                           681.00 HR BKHB                1.00               0      25,143              0             0       25,143      36.92


              USR PM DOZER D-6 W/BLAD                                                  0.00          32.01         0.00          0.00         32.01
                                           681.00 HR DOZB                1.00               0      21,799              0             0       21,799      32.01


              USR PM Dump truck, 12 c                                                  0.00          22.00         0.00          0.00         22.00
                                             12939 HR TRKI               1.00               0     284,658              0             0       284,658     22.00


              USR PM WATER TRUCK 2000                                                  0.00          16.02         0.00          0.00         16.02
                                           340.50 HR TRKA                1.00               0        5,455             0             0        5,455      16-02


              USR PM MOTOR G RAD ER CAT                                                0.00          24.29         0.00          0.00         24.29
                                           340.50 HR MOTC                1.00               0        8,271             0             0        8,271      24.29


              USR PM OILER                                                            16.50          0.00          0.00          0.00         16.50
                                           681.00 HR 01114               1.00         11,238             0             0             0       11,238      16.50


              USR PM TRUCK DRIVER                                                     17.50          0.00          0.00          0.00         17.50
                                             12939 HR TRKM               1.00       226,433              0             0             0       226,433     17.50


              USR PM PEO-backhoe                                                      25.84          0.00          0.00          0.00         25.84
                                           681.00 HR PEOM                1.00         17,597             0             0             a       17,597      25-84


              USR PM PEO-dozer                                                        25.84          0.00          0.00          0.00         25.84
                                           681.00 HR PEOM                1.00         17,597             0             0             0       17,597      25-84


              USR PM PEO-motor grader                                                 25.84          0.00          0.00          0.00         25.84
                                           340.50 HR PEOM                1.00         6,798              0             0             0        8,798      25-84



           LABOR ID: EBROO1       EQUIP ID: EBRO01                        Currency in DOLLARS                          CREW ID: EBRO01       UPB ID: EBRO01






           Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10:116
                                                      PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                     DETAIL PACE 106
                                                                            E. Ward Creek



                         - - -- - - -- - - -- - -- - ------------------------------------------- - -- - ------ - ------- ----- - --- --

            E 09.  Channels and Canals QUANTY UOM CREW 10             OUTPUT        LABOR      EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

                        -- - - - ---------- - ---------- - --           - - - -- - -- - - ---- -------------- - -




              USR PM TRUCK DRIVER - w                                               17.50          0.00          0.00          0.00        17.50
                                           340.50 HR TRKM                1.00       5,959              a            0             a        5,959       11.50


              USR PM LABORER                                                        16.67          0.00          0.00          0.00        16.67
                                           681.00 HR LASM                1.00       11,352             0            0             0       11,352       16.67


              USR PM flagmen                                                        16.67          0.00          0.00          0.00        16.67
                                           681.00 HR LABM                1.00       11,352             0            0             0       11,352       16.67


              USR PM foreman 3 $26.5                                                26.50          0.00          0.00          0.00        26.50
                                           681.00 HR FOREMAN3            1.00       18,047             0            0             0       18,047       26.50

                                                                             ----------- - ------- - ----- - - --

                      Excavation           143000 cy                               328,373       362,083            0         81,745      772,200        5.40




























































          LABOR 10: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW 10: EBRO01      UPS ID: EBRCCI











          Tue 27 Sep 1994                                        U.S. Army Corps Of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRC01:     East Baton Rouge Psh Feas. - NED
      10ETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                   DETAIL PAGE 107
                                                                          E. Ward Creek



                        - -----  - - - - ------ ------------------ -     - ------------------------ - - - -
           E C9. Channels and Canals QUANTY U014 CREW 10            OUTPUT         LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT CCST

           - -------------- - -   - -- - -------- - --- - - - --------


                                      E 09011502 03. Clearing and Snagging
                                                      This item will include all cost to clear and snag the:
                                                      1. channel right of way


                                                      Because the burning of clearing debris is not allowed, and there was no
                                                      indication of what to do with the debris, we assumed the debris would be
                                                      chipped. The chipped material will be disposed Of properly.


                                                      Some areas will have to be cleared so that access will be allowed for the

                                                      excavator.


              USR PH Clearing w/ D-6,                                            1206.89       906.70          0.00        -0.06       2113.53
                                           13.00 AC CLEARING1          0.10       15,690       11,781              0           -1       27,476    2113.53


              USR PH Snagging w/ 235,                                            6034.47      6312.00          0.00          0.00     12406.47
                                           13-00 MI   SNAGGING1        0.02       79,448       82,836              0            0      161,284   12406.47


              USR PH safety G mise                                                  0.00          0.00         0.00      8940.00       8840.00
                                            l.CO LS                    0.00             0            0             0        8,840        8,840    884C.00


                      Clearing and Sna     13.00 mi                               94,138       94,623              0        8,839      197,600   15200.00














































           LABOR ID: EBROO1      Eourp iD: EBROO1.                     Currency in DOLLARS                         CREW ID: EBROOI    UPB ZD: EBRO01












           Tue 27 Sep 1994                                            U.S. Army Corps of Engineers                                                   TIME 10:16:01
                                                         PROJECT EBRO01:       East Baton Rouge Psh Fees. - NED
                                                               East Baton Rouge Parish Feasibility Study                                         DETAIL
           DETAILED ESTIMATE                                                                                                                              PACE
                                                                                E. Ward Creek



           --- - - ----------      - -- - -- - ------ - ---------------                           - - - - -- - - - -------------
             E 09. Channels and Canals QUANTY UOM CREW ID                 OUTPUT         LABOR      EQUIPMNT       MATERIAL     SUPPLIES TOTAL COST UNIT COST

                                  - - - - - ---- - -----------



                                          E 09013002 01. sand (81 thick)
                                                           This Item will include all cost to place material such that the design
                                                           template for the concrete slope pavement will be filled. A backhoe will
                                                           load the material into the haul trucks. The trucks will dump material and
                                                           a dozer will spread and shape the material. The sand blanket will be
                                                           placed under the 6, concrete.


                                                           ASSUMPTIONS:
                                                           1. Sand is available for borrow in the vicinity of Gardere Rd. and the
                                                           Mississippi River. It Is assumed to be pumped from the river.


               USR PM safety      misc                                                    0.98          0.08           0.00        4952.00       4953.06
                                                1.00 LS                    0.00               1             0              0         4,952         4,953    4953.06


               USR PM all other operat                                                    0.00         829.00          0.00          0.00        829.00
                                                1.00 LS                    0.00               0           829              0              0          829      829.0c


               USR PM small tools                                                         0.00        1134.00          0.00          0.00        1134.00
                                                1.00 LS                    0.00               0        1,134               0              0        1.134    1134.00
               USR PM sand material                                                       0.00          0.00           0.00          1.25            1.25       0
                                              13200 CY                     0.00               0             0              0        16,500       16,500          1.25


               USR PM haul roads (10%)                                                    0.00          0.00           0.00        8213.00       9213.00
                                                1.00 LS                    0.00               0             0              0         8,213         8,213    8213.00


               USR PM BACKHOE CAT 225B                                                    .0.00        36.92           0.00          0.00          36.92
                                              63.00 HR SKHB                1.00               0        2,326               0              0        2,326      36.92


               USR PM DOZER D-6 W/BLAD                                                    0.00         32.01           0.00          0.00          32.01
                                              94.50 HR DOZB                1.00               0        3,025               0              0        3,025      32.Cl


               USR PM DUMP TRUCK 12 C                                                     0.00         22.11           0.00          0.00          22.11
                                            1575.00 HR TRKE                1.00               0        34,823              0              0      34,823       22.11


               USR PM WATER TRUCK 2000                                                    0.00         16.02           0.00          0.00          16.02
                                              31.50 HR TRKA                1.00               0           505              0              0          505      16.02


               USR PM MOTOR GRADER CAT                                                    0.00         24.29           0.00          0.00          24.29
                                              31.50 HR MOTC                1.00               0           765              0              0          765      24.29


               USR PM OILER                                                              16.50          0.00           0.00          0.00          16.50
                                              63.00 HR OILM                1.00          1,040              0              0              0        1.040      16.50


               USR PM TRUCK DRIVER                                                       17.50          0.00           0.00          0.00          17.50
                                            1575.00 HR TRKM                1.00         27,563              0              0              0      27,563       id
               USR PM PEO-backhoe                                                        25.84          0.00           0.00          0.00          25.84
                                              63.00 HR PEOM                1.00          1,628              0              0              0        1,628    - 25.84






           LABOR rD: EBRO01        EQUIP 10: E8RO01                         Currency in DOLLARS                            CREW ID: EBROO1       UPS ID: EBROOI










           Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                               TIME 10:16:01
       0-                                              PROJECT EBRO01:      East Baton Rouge Psh Peas. - NED
           DETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                      DETAIL PAGE 109
                                                                             E. Ward Creek



           ------ - - - - --------    - ------- - ------------ - ------- - -- - ------ - -   - ---------
            E 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT         LABOR      EQUIPMNT     MATERIAL      SUPPLIES TOTAL COST UNIT COST

            - ----------- - --------------------                     - - - - -------    - -------- - -




               USR PM PEC-dozer                                                       25.84          0.00         0.00          0.00         25.84
                                             94.50 HR PEOM               1.00         2,442              0            0             0        2, 442     25.84


               USR PM PEO-motor qrader                                                25.84          0.00         O.CO          0.00         25.84
                                             31.50 HR PEOM               1.00           814              0            0             0           814     25.84


               USR PM TRUCK DRIVER - w                                                17.50          0.00         0.00          0.00         17.50
                                             31.50 HR TRKM               1.00           551              0            0             0           551     17.50


               USR PM LABORER                                                         16.67          0.00         0.00          0.00         16.61
                                             63.00 HR LABM               1.00         1,050              0            0             0        1,050      16.67


               USR PM flagmen                                                         16.67          0.00         0.00          0.00         16.67
                                             63.00 HR LABM               1.00         1,050              0            0             0        1,050      16.67


               USR PM foreman   3 $26.5                                               26.50          0.00         0.00          0.00         26.50
                                             63.00 HR FOREMAN3           1.00         1,670              0            0             0        1,670      26.50

                                                                               ----------- -----------
                       sand (8" thick)       13200 CY                                37,808        43,407             0        29,665       lic,880       8.40







































           LABOR I.D: EBRO01      EQUIP ID: EBRO01                       Currency in DOLLARS                          CREW ID: EBROdl     UPB ID: E13RO01






            Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                              TIME 10:6
                                                       PROJECT EBRO01:      East Baton Rouge Psh Fees. - NED
            DETAILED ESTZMTE                                 East Baton Rouge Parish Feasibility Study                                     DETAIL PACE 110
                                                                             E. Ward Crook



            ----- - ---- ----------- - -- - - -------------------------     - --- - -------------------

             E 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR     EQUIPMXT      MATERIAL     SUPPLIES TOTAL COST UNIT CCr

                                                                                     - - - - ----- - --------



                                        E 09013002 02. Filter Drain Fabric
                                                        This item will Include cost to do the following work:


                                                        Once the section is at grade, the liner will be laid out. A cherry picker
                                                        will assist several laborers. The liner will be placed below the area
                                                        which will be covered by 6" and 8" concrete.


               USR PM cherry picker, p                                                 0.42          0.19          0.00         0.00          0.61
                                             59300 SY   CHYPKI         140.00        25,067        11,140            0              0       36,207       0.61


               USR PM drainage composi                                                 0.00          0.00          5.35          0.00         5.35
                                             59300 sY                    0.00             0             0      317,018              0      317.018       5.35


               USR Pm safety A misc                                                   25.00         11.00          0.00      2539.45       2575.45
                                              1.00 LS                    0.00         1 25             11            0          2,539        2,575    2575.45

                                                                              -------- - --------- - ---

                       Filter Drain Fab      59300 SY                                25,092        11,151      317,018          2,539      355,800       6.00



                                                                                                                                                        0













                                                                                                                                                        0







            LABOR 10:      -1     EQUIP ID: E?-11                        Currency in DOLLARS                         CREW ID: EBRO01      UPB 10: EBRC!'












           Tue 27 Sep 1994                                         U.S. Army Corps of Engineers                                             TIMX 10:16:01
       0                                              PROJECT EBROOI:      East Baton Rouge Psh Feas. - NED
           DETAILED ESTIMATE                                East Baton Rouge Parish Feasibility Study                                    DETAIL PAGE 111
                                                                            E. Ward Creek



           ------ - ----- ---- ---- - ------------------ - -- - ---

            E 09. Channels and Canals QUANTY UOM CREW ID              OUTPUT         LABOR    EQUIPMNT       MATERIAL    SUPPLIES TOTAL COST UNIT COST

           ------------ - ------ - ------------------------- - --------


                                       E 09013002 03. Fuseplug Dams
                                                       This item will include cost to do the following work:


                                                       Fuseplug dams will be built to contain the water while it's not raining. A
                                                       backhoo will be used to build them. Each dam will be built approximately
                                                       2,000 ft in advance of the channel construction. A Pump and a firehouse
                                                       will be available for the occasions when the dam should be breached in
                                                       order to allow the passage of high rainfall events. Material for the dams
                                                       will be borrowed near the dam site. The dams will incorporate a culvert to
                                                       allow low rainfall events to pass without destroying the fuseplug dam.
                                                       There will be no more than 3 dams in use at any time during the
                                                       construction.


                                                       total length of all work: 5,600 IF
                                                       Quantity: 5,600 If / 2,000 lf/dam, - 2.8 dams
                                                       2.8 dams * S(replacqment factor)        24 dams


                                                       Fuseplug dimensions: 6 ft height, 4 ft crown. 1 on 1.5 as
                                                       -> approx. 40 cy/dam;       24 dams    40 cy/dam      960 cy


                                                       Estimated time: 1 clam per day


              USR FM construct dams                                                  6.46          9.23           0.00         0.00        15.69
                                           960.00 CY BKH002             4.00         6,202         8,861             0             0       15,062      15.69


              USR PM culvert                                                         0.00          0.00       1080.00          0.00       1080.00
                                             4.00 CA                    0.00              0            0         4,320             0       4,320     108C.00


              USR PM breaching dams                                                  0.00          0.00           0.00       400.00        400.00
                                            15.00 F-A                   0.00              0            0             0        6oooo        6o000      400.m.0


              USR PM safety & misc                                                   0.47          0.20           0.00      6617.00       6617.67
                                             1.00 LS                    0.00              0            0             0        6,617        6,618     6617.67


                      Fuseplug Dams                                                  6,202         8,661         4,320       12,617        32,000
























           LABOR ID: EBRO01       EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBRO01    UPS 10: EBRO01









           Tus 27 Sep 1994                                        U.S. Army Corps of Engineers                                              TIME 10:16:01
                                                      PROJECT EBR001:     East Baton Rouge Psh Feas. - NED
           DETAILED ESTZMTE                                 East Baton Rouge Parish Feasibility Study                                    DETAIL PAGE0
                                                                            E. Ward Creek



           ------ - ------- - -- - - ---- - - ---------------- - - ----- - ------------ -
             E 09. ChannelS and Canals QUANTY UOM CREW ID            OUTPUT          LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT CCST
                         - - -----    - - ---- - ------ - --                                                                           - - - - - -- - - -



                                       E 09013003 01. cutoff wall
                                                       This item is for all labor, equipment, and materials required to construct
                                                       concrete cutoff walls in the channel'wall pavement.


                                                        Reference: Jones Creek      cutoff wall


               USR PM cutoff wall                                                     0.00         0.00          0.00      120.00        120.00
                                           400.00 CY                   0.00              0             a             0     48,000        48,000      120.00


                       cutoff wall         400.00 CY                                     0             0             a     48,000        48,000      120.00














































             LABOR ID: EBRO01      EQUIP ID: EBRO01                       Currency in DOLLARS                        CREW ID: EBRO01     UPB ID: EBROO1












          Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
            ETAILED ESTIMATE                               East Baton Rouge Parish Feasibility study                                  DETAIL PAGE 113
                                                                          E. Word Creek



                        - ---------            - - -- ------------ - -- ------ ---------- - --------- - ----           - --- - - --------
            E 09. Channels and Canals QUANTY UOM CREW ID           OUTPUT          LABOR    EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

               --- - - - -- ---- - ---- - - - ---                                   - - - - -- - -                  - -----



                                      E 09013003 02. Channel Wall Pavement (4")
                                                      This item is for all labor, equipment, and materials required to construct
                                                      4- concrete channel wall pavement.


                                                      Reference: Bayou Fountain - 4" channel pavement


              USR PM 4" channel wall                                                0.00        0.00           0.00      104.00        104.00
                                         8800.00 CY                   0.00             0            0             0     915,200       915,200     104.00

                                                                           - - ------- ----- -
                     channel Wall Pav 8800.00 CY                                       0                          0     915,200       915,200     104.00



























































           LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UPB ID: EBRO01












           Tue 27 Sep 1994                                        U.S. Army Corps Of Engineers                                             TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouge Psh Fees. - NED
           DETAILED ESTIMATE                               East Baton Rouge Parish Feasibility Study                                    DETAIL PAGE 10
                                                                           E. Ward Creek



           --- - --------              ---- - ------ ---------- - - - --- - - - -- ----- - ----- - -------- - --- - ------------    - --- - ---------

            E 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT          LABOR     EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST

                                      - ---------- -



                                       E 09013003 03. Channel Wall Pavement (6-)
                                                       This item is for all labor, equipment, and materials required to construct
                                                       6" concrete channel wall pavement.


                                                       Rerference: Bayou Fountain - 6* channel wall pavement


              USR PM 6" channel wall                                                 0.00          0.00          0.00      120.00       120.00
                                          6600.00 Cy                   0.00              0            0             0     792,000      792,00        120.00

                                                                             --------- - --

                      Channel Wall Pav 6600.00 CY                                        0            0             0     792,000      792,000       120.00


































































            LABOR 10: SSR001      EQUIP ID: EBRCCI                      Currency in DOLLARS                         CREW ID: EBROCI     UPB 10: EBROO1












          Tue 27 Sep 1994                                        U.S. Army Corps of Engineers                                            TIME 10i16:01
                                                     PROJECT EBRO01:     East Baton Rouge Psh FeaS- - NED
      GETAILED ESTIMATE                                   East Baton Rouge Parish Feasibility study                                   DETAIL PAGE 1-15
                                                                          E. Ward Creek



          --------------- ----- ---- - - ---------    - ----------------- - ---- - -------------------- - - --- - -

           E 09. Channels and Canals QUANTY UOM CREW ID            OUTPUT          LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST

          -------------- - - --------- - ---------- -



                                      E 09013003 04. Channel wall Pavement (8.)
                                                      This item is for all labor, equipment, and materials required to construct
                                                      8" concrete channel wall pavement.



                                                      Reference: Bayou Fountain - 8* channel wall pavement


             USR PM B" channel wall                                                 0.00         0.00          0.00      120.00       120.00
                                         4500.00 CY                   0.00             0             0            0     540,000      540,000      120.00


                     Channel Wall Pav 4500.00 CY                                       0             0            0     540,000      540,000      120.00





























































          LABOR ID: EBRO01       EQUIP ID: EBRO01                      Currency in DOLLARS                       CREW ID: EBRO01     UPB ID: EBRO01














                                                                                                                                                    0
           Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                           TIPM 1c:1611
                                                     PROJECT EBRO01:     East Baton Rouge Psh Foam. - NED
           DETAILED ESTIMATE                              Fast Baton Rouge Parish Feasibility Study                                  DETAIL PAaE 116
                                                                          E. Ward Creek



           ---------- - -------- - ------- - ---- --------------------------------------- - -      - ---------

            E 09. Channels and Canals QUANTY UOM CREW ID           OUTPUT         LABOR     EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT CCST

           ------ ----  - ----------------------------- ------------------ - ----- - - -                    - -----



                                       E 09013003 05. drain ditch
                                                      This item is for all labor, equipment, and materials to Construct concrete
                                                      drainage ditches along each side of the new paved crook channel.


                                                      The details are the same as 41 Channel wall pavement.


               USR PM concrete paved d                                              0.00         0.00         0.00      104.00       104.00
                      This item is the same as 4"                    0.00              0           0            0      228,000      228,800     104-00
                      channel wall pavement.


                      drain ditch        2200.00 CY                                    0           0            0      228,800      228,800      104.00































































           LABOR ID: EMtOO1      EQUIP ID: EBRO01                     Currency in DOLLARS                       CREW ro: EBR001     UPS ID: EBR001












           Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                               T11-M 10:16;@i
                                                       PROJECT EBRO01:      East Baton Rouge Psh Feas. - NED
      SDETAILED ESTIMATE                                     East Baton Rouge Parish Feasibility Study                                      DETAIL PACE 117
                                                                             E. Ward Creek



           --------- - ---------------------------------------------        - ------------------             - ---- - --------- - - -
            E 09. Channels and Canals QUANTY UOM CREW ID               OUTPUT        LABOR       EQUIPMNT     MATERIAL     SUPPLIES TOTAL COST UNIT COST

           ------------------------------- - ------------------------ - - ----------



                                         E 09019902 01. excavation
                                                        A backhoe will excavate material and.load into awaiting trucks. The
                                                        material will be hauled to the Mississippi River batture.
                                                        A dozer will be used full time at the excavation site.


                                                        The equipment will work from the base of the channel. See Construction
                                                        Access Item for details relating the construction access.


                                                        Material is expected to have a higher water content than the bulk of the
                                                        excavation material which is above the bottom foot of the channel.


               USR PM safety & misc                                                    0.00          0.00         0.00         993.29       993.29
                                              1.00 LS                    0.00              0             0             0           993         993      993.29


               USR PM all other operat                                                 0.00        335.00         0.00          0.00        335.00
                                              1.00 LS                    0.00              0          335              0             0         335      335.00


               USR PM small tools                                                      0.00        490.00         0.00          0.00        490.00

                                              1.00 LS                    0.00              0          490              0             0         490      490.00


               USR PM haul roads (10%)                                                 0.00          0.00         0.00        2792.20       2792.20
                                              1.00 LS                    0.00              0             0             0        2,792        2,792     2792.20


               USR PM BACKHOE CAT 225B                                                 0.00          36.92        0.00          0.00         36.92

                                             38.00 HR BKHB               1.00              0         1,403             0             0       1,403       36.92


               USR PM DOZER D-6 W/BLAD                                                 0.00          32.01        0.00          0.00         32.01
                                             38.00 HR DOZS               1.00              0         1,216             0             0       1,216       32.01


               USR PM D=p truck, 12 c                                                  0.00          22.00        0.00          0.00         22.00
                                            608.00 HR TFLKI              1.00              0       13,376              0             0      13,376       22.00


               USR PM WATER TRUCK 2000                                                 0.00          16.02        0.00          0.00         16.02
                                             19.00 HR TRKA               1.00              0          304              0             0         304       1642


               USR PM MOTOR GRADER CAT                                                 0.00          24.29        0.00          0.00         24.29
                                             19.00 HR MdTG               1.00              0          462              0             0         462       24.29


               USR PM OILER                                                          16.50           0.00         0.00          0.00         16.50
                                             38.00 HR OILM               1.00            627             0             0             0         627       16.50


               USR PM TRUCK DRIVER                                                   17.50           0.00         0.00          0.00         17.50
                                            608.00 HR TRKM               1.00        10,640              0             0             0      10,640       17.5c


               USR PM PEO-backhoe                                                    25.84           0.00         0.00          0.00         25.84
                                             38.00 HR PEOM               1.00            982             0             0             0         982       25.84


               USR PM PEO-dozer                                                      25.84           0.00         0.00          0.00         25.84
                                             38.00 HR PEOM               1.00            982             0             0             0         982       25.84






           LABOR ID: EBRO01        EQUIP ID: ESR00I                       Currency in DOLLARS                          CREW ID: EBROO1      UPS M: EBROO!











            Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                 TIME 10:16:01
                                                        PROJECT EBRO01:      East Baton Rouge Psh Fees. - NED
            DETAILED ESTIMATE                                 East Baton Rouge Parish Feasibility Study                                       DETAIL PACE018
                                                                               E. Ward Creek



            - - - ----------  - ----------------------------------- - - - -       - - - - --------------- - - -
             E 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT        LA80R      EQUIPMNT      MATERIAL      SUPPLIES TOTAL COST UNIT CCST

             - - - - ----- - --------------      - ------- --- - ---    - -- - -- - ------       ---- - -------



               USR PH PEO-motor grader                                                 25.84          0.00           0-00          0.00         25.84
                                              19-00 HR PEOM               1.00            491              0             0             0          491      25.84


               USR PH TRUCK DRIVER                                                     11.50          0.00           0.00          0.00         17.50
                                              19.00 HR TRKM               1.00            333              0             0             0          333      17.50


               USR PH LABORER                                                          16.67          0.00           0.00          0.00         16.67
                                              38.00 HR LASH               1.00            633              0             0             0          633      lfi.61


               USR PM flagmen                                                          16.67          0.00           0.00          0.00         16.61
                                              38.00 HR LASH               1.00            633              0             0             0          633      16.61


               USR PH foreman 3 $26.5                                                  26.50          0.00           0.00          0.00         26.50
                                              38.00 HR FOREMAN3           1.00         1,007               0             0             0        1,007      26.5C

                                                                                ----------- -- - ------ --

                        excavation          6500.00 Cy                                 16,328        17,586              0         3,785        37,700       5.80



                                                                                                                                                           0













                                                                                                                                                           0







            LABOR ID: EBRO01        EQUIP ID: EBROO1                        Currency in DOLLARS                          CREW ID: EBROOI     UPS ID: EBR001












           Tue 27 Sep 1994                                           U.S. Army Corps of Engineers                                                TIME 10:16:01
                                                        PROJECT EBROOI:      East Baton Rouge Psh Fees. - NED
       IOETAILFD ESTIMATE                                     East Baton Rouge Parish Feasibility study                                       DETAIL PAGE 119
                                                                               E. Ward Creek



           ---------- - - - ------- - -------------------------------------------------------------------------- - - - - - -
            E 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT         LABOR      EQUIPMNT      MATERIAL      SUPPLIES TOTAL COST UNIT COST

           -------------- - ------------ - ----- --- - -- - ------------       - ---------- - --  - ------ - ---



                                         E 09019902 02. Filter Fabric
                                                         This item will include cost to do thq following work:


                                                         Once the cetion is at grade, the fabric will be laid out. A cherry picker
                                                         will assist several laborers. The fabric will be placed on the bottom
                                                         width of the cross section. Crushed stone will be placed on the fabric.
                                                         Once this is done, heavy equipment will be able to move in and out of the
                                                         creek.


                                                         Assumption: The crook is blocked upstream          during a period of no rainfall.


              USR PM Turf reinforceme                                                    0.42          0.19          0.00           0.00          0.61
                                              19400 SY CHYPK1            140.00        8,201          3,644              0             0       11,845        0.61


              USR PM filter fabric                                                       0.00          0.00           1.89          0.00          1.89
                                              19400 SY                    0.00               0             0       36,666              0        36,666       1.89


              USR PM safety 6 misc                                                     25.00          12.00           0.00      5772.00       5809.00
                                               1.00 LS                    0.00              25            12             0         5,772         51809    5809.00


                       Filter Fabric          19400 SY                                 8,226          3,656        36,666          5,772        54,320       2.80














































           LABOR ID: EBROOl        EQUIP 10: EBRO01                        Currency in DOLLARS                           CREW 10: EBRO01     UPS ID: EBROO1












            Tue 27 Sep 1994                                           U.S. Army Corps of Engineers                                                TIME 10:
                                                         PROJECT EBROOI:      East Baton Rouge Psh Feas. - NED                                              '40
            DETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                         DETAIL PACE 120
                                                                               E. Ward Crook



                     - - - - - - - ---- - -     - -------------- - - -- - ---      - -----------

             E 09. Channels and Canals QUANTY UOM CREW 10                OUTPUT          LABOR     EQUIPMNT      MATERIAL      SUPPLIES TOTAL COST UNIT COST




                                         E 09019902 03. Crushed atone
                                                          The filter fabric will be laid out oRce the channel is cut to grade.
                                                          Channel excavation is expected to begin at available access sites and
                                                          continue upstream. The fabric will be covered by a layer of I ft of
                                                          stone. A cherry picker will assist a group of laborers while laying out
                                                          the fabric. Fusepluq dams will be constructed ahead Of the excavation in
                                                          order to keep the area an dry an possible.


                                                          This item will Include costs to furnish and place the stone and provision
                                                          for a railroad spur which In required for offloading the rock. The nearest
                                                          location is in the vicinity of Denham Springs. The rock will be OffLoaded
                                                          by backhoes into trucks. The trucks will dump the material within the
                                                          section. A dozer will spread and compact the stone.


                                                          measured quantity: 9,000 tons


                                                          *.*. USE 9,500 tons due to loss incurred by rainfall events during
                                                          construction.


               USR PH safety 6 misc                                                      0.00          0.00           0.00       7483.00         7483.00
                                                1.00 LS                    0.00             0               0             0        7,463         7,483     74#00

               USR P14 all other operat                                                  .0.00        411.00          0.00          0.00         411.OG
                                                1.00 LS                    0.00             0            411              0             0           411     41110C


               USR PM small tools                                                        0.00         568.00          0.00          0.00         568.00
                                                1.00 LS                    0.00             0            568              0             0           568     568.00


               USR PM deliver charge t                                                   0.00          0.00           0.00          7.00           7.00
                                            9500.00 TON                    0.00             0               0             0       66,500         66,500       7.00


               USR PM rail spur                                                          0.00          0.00           0.00      25000.00      25000.00
                                                1.00 LS                    0.00             0               0             0       25,000         25,000   25000.00


               USR PM stone                                                              0.00          0.00           3.51          0.00           3.51
                                            9500.00 TON                    0.00             0               0       33,345              0        33,345       3.51


               USR PM BACKHOE, HITACHI                                                   0.00          25.79          0.00          0.00         25.79
                                              53.00 HR BKHI                1.00             0          1,367              0             0        1,367      25.79


               USR PM DOZER D-6 W/BLAD                                                   0.00          32.01          0.00          0.00         32.01
                                              53.00 HR DOZB                1.00             0          1,697              0             0        1,697      32.01


               USR PM. Dump truck, 12 c                                                  0.00          22.00          0.00          0.00         22.00
                                             795.00 HR TRKI                1.00             0         17,490              0             0        17,490     22.00
               USR FM TRUCK DRIVER                                                       17.50         0.00           0.00          0.00         17.50      0
                                             795.00 HR TRKM                1.00         13,913              0             0             0        13,913     17.50


               USR PM PEO-backhoo                                                        25.64         0.00           0.00          0.00         25.64
                                             .53.00 HR PEOM                1.00          1,370              0             0             a        1,370      25.84



            LABOR ID: EBRO01       EOUIP ID: EBR001                         Curr--cY in DOLLARS                           CREW ID: CBRO01        UPS ID: EBR001











          Tue 27 Sep 1994                                          U.S. Army Corps of Engineers                                                TIM 10:16:01
                                                      PROJECT EBRO01:      East Baton Rouge Psh Fess. - NED
       IRTAILED ESTIMATE                                    East Baton Rouge Parish Feasibility Study                                      DETAIL PACE 121
                                                                             E. ward Creek



          ----------------- - ----------------------------------------- - -- - ------ -
           E 09. Channels and Canals QUANTY UOM CREW ID                OUTPUT        LABOR      EQUIPMNT      MATERIAL    - SUPPLIES TOTAL COST UNIT COST

          -- - -------- - ------------------- -- - -   - ------ - -




             USR PM PEO-dozer                                                        25.84          0.00           0.00          0.00        25.84
                                            53.00 HR PEOM               1.00         1,370              0             0             0        1,370      25.84


             USR PM LABORER                                                          16.67          0.00           0.00          0.00        16.67
                                            53.00 HR LABM               1.00            884             0             0             0           884     16.67


             USR PM foreman    3 $26.5                                               26.50          0.00           0.00          0.00        26.50
                                            53.00 HR FOREMAN3           1.00         1,405               0            0             0        1,405      26.50


                     Crushed stone       9000.00 TON                                 18,940        21,532        33,345        98,983      172,800      19.20

























































          LABOR ID: EBRO01       EQUIP ID: EBROO1                        Currency in DOLLARS                          CREW ID: EBR001     UPB 10: EBROO1












            Tue 21 Sep 1994                                           U.S. Amy Corps of Engineers                                                  TIME 10:
                                                         PROJECT EBRO01:       East Baton Rouge Psh Feas. - NED                                              0
            DETAILED ESTIMATE                                  East Baton Rouge Parish Feasibility Study                                           DETAIL PACE 122
                                                                                E. Ward Crook



            ----------  - - -------------- - - ---------      - ------- ------ -

             E 09. Channels and Canals QUANTY UOM CREW ID                 OUTPUT        LABOR       EQUIPMNT      MATERIAL     SUPPLIES TOTAL COST UNIT COST




                                          E 09019902 04. Obstruction Removal
                                                          Initially, the backhoe will pile broken concrete along the side. once it
                                                          is all stacked, the backhoe will then load 12 cy trucks. The temporary
                                                          road build at the base of the channel will allow the concrete to be picked
                                                          up. The material will be hauled to Devil's swamp. A dozer will be used
                                                          full time at the obstruction mite and 506 of the tjime at the disposal site.


                                                          The equipment will work from the base of the channel.


                                                          Assumption: 4.5 mf x 150 lb/cf x 5600 lf                    2000 lbs - 1,890 tons
                                                                                                                                     of concrete


                USR PH safety A misc                                                     0.60           0.00          0.00       2281.84           2282.44
                                                1.00 LS                    0.00               1             0             a         2,282          2,282   2282.44


                USR PH all other operat                                                  0.00         313.00          0.00          0.00           373.00
                                                1.00 LS                    0.00               0          313              0              0         373       373.00


                USR PH small tools                                                       0.00         588.00          0.00          0.00           588.00
                                                1.00 LS                    0.00               0          588              0              0         588       5


                USR PH haul roads (100)                                                  0.00           0.00          0.00        3316.00          3318.00

                                                1.00 LS                    0.00               0             0             0         3,318          3,318   3318.00


                USR PH BACKHOE CAT 225B                                                  0.00           36.92         0.00          0.00           36.92
                                               63.00 MR BKHB               1.00               0         2,326             0              0         2,326     36.92


                USR PH PEO-backhoe                                                      25.84           0.00          0.00          0.00           25.84

                                               63.00 MR PEOM               1.00         1,628               0             0              0         1,628     25.84


                USR PH BACKHOE CAT 225B                                                  0.00           36.92         0.00          0.00           36.92
                                               63.00 MR BKHB               1.00               0         2,326             0              0         2,326     36.92


                USR PH DOZER D-6 W/BLAD                                                  0.00           32.01         0.00          0.00           32.01
                                               94.50 MR DOZB               1.00               0         3,025             0              0         3,025     32.C!


                USR PH Dump truck, 12 c                                                  0.00           22.00         0.00          0.00           22.00
                                             441.00 MR TRKI                1.00               0         9,702             0              0         9,702     22 OC


                USR PH WATER TRUCK 2000                                                  0.00           16.02         0.00          0.00           16.02
                                               31.50 MR TRKA               1.00               0          505              0              0         505       16.02


                USR PH  MOTOR GRADER CAT                                                 0.00           24.29         0.00          0.00           24.29
                                               31.50 MR MOTG               1.00               0          765              0              0         765       24.29


                USR PH  OILER                                                           16.50           0.00          0.00          0.00           16.50
                                               63.00 MR OILM               1.00         1,040               0             0              0         1,040


                USR PH  TRUCK DRIVER                                                    17.50           0.00          0.00          0.00           17.50
                                             441.00 MR TRKH                1.00         7,719               0             0              a         1,116




            LABOR !=: E9R001        EQUT? ID: EBRO01                        Currency in DOLLARS                           CREW TD: EBR001          UPS ID: EB--01










       Tus, 27 Sep 1994                               U.S. Amy Corps of Engineers                                   TIME 10:16--DI
                                            PROJECT EBRO01:  East Baton Rouge Psh Feas. - NED
                                                East Baton.Rouge Parish Feasibility Study                        BACKUP PAGE   a
                                                              LABOR BACKUP



                                                                                                                      TOTAL
       Sac LABOR To    DESCRMPTIM                         MM OVERTH TXS/INS FRNG TRVL          RATE DON UPDATE DEFAULT     MMS
















































































        LABOR ID: EBRO01   EQUIP ID: EBRO01                Currency in DOLLARS                  CREW ID: EBRO01  UPB ID: EBRO01












              ?UG-27 Sep 1994                                              U.S. Amy Corps of Engineers                                                       TIME 10:16:01
                                                             PROJECT EBRO01:        Vast Baton Rouge Psh Fees. - NED
                                                                    Cast Baton Rouge Parish Feasibility Study                                           BACKUP PACE
                                                                                LABOR BACKUP - LEVEL 6



                                                                                                                                                                 TOTAL
              SRC LABOR ID        DESCRIPTION                                   BASE     OVERTM TXS/INS rRNG          TRVL      RATE UOM UPDATE          DEFAULT      BOURS




              A 06037102 01.      fencing - barbed wire
              USR LABM            LABORER                                       9.57       16.70     40.0% .1.03      0.00     26.67 MR 02/10/93            0.00            82
              USK PEOTRACTOR      PEO-tractor                                   9.50       16.70     40.00    1.48    0.00     17.00 MR     01/21/93        0.00            el


              A 06037302 01.      Planting Trees                                                       -
              VSR LAM             LABORER                                       9.57       16.7%     40.04    2.03    0.00     16.67 MR     02/10/93        0.00            30
              USR PEOTRACTOR      PEO-tractor                                   9.50       16.7%     40.00    1.48    0.00     17.00   IM   01/21/93        0.00            30


              A 09010101 01.      Mob a Demob
              USK CARM            CARPENTER                                     15.00      16.70     40.00    1.54    0.00     26.04   MR   01/27/93        0.00            40
              USK CHM             CEMENT MASON                                  13.22      16.74     40.00    1.67    0.00     23.26   MR   01/21/93        0.00            so
              USK FOREKAK3        foreman 3 326.50/hr                           26.50       0.0%      0.00    0.00    0.00     26.50   MR   01/21/93        0.00            IGO
              952 IRNM            IRONWORKER                                    14.54      16.7%     40.00    2.43    0.00     26.19   MR   01/21/93        0.00            20
              USK LASH            LABORER                                       9.57       16.74     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00            280
              USR PEON            PEO-ALL EXCPT DRGLNE                          14.31      26.714    40.00    2.46    0.00     25.84   MR   01/21/93        0.00            340
              USR TRIC4           TRUCK DRIVER                                  9.95       16.70     40.00    1.25    0.00     17.50   RR   03/29/93        0.00            600


              a 09011502 01.      Clearing and Snagging
              USK FOREMAN3        foreman 3 S26.50/hr                           26.50       0.0%      O.Ot    0.00    0.00     26.50   MR   01/21/93        0.00            480
              USK LABN            LABORER                                       9.57       16.70     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00            41
                                                                                                                                                                            4P
              USK PEOM            PEG-ALL   EXCPT DRGLNE                        14.31      16.70     40.0%    2.46    0.00     25.84   MR   01/21/93        0.00,      144


              a 09011502 02.      Clearing for Channel      Dredging
              USR FOREKAH3        foreman 3 426.50/hr                           26.50       0.0%      0.0%    0.00    0.00     26.50   MR   01/21/93        0.00            940
              USK LABN            LABORER                                       9.57       26.7%     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00            940
              USK PEOM.           PEO-ALL   EXCPT DRGLNE                        14.31      16.70     40.Ot    2.46    0.00     25.84   MR   01/21/93        0.00       2820


              A 09011502 03.      Excavation
              USR FOREKAX3        foreman 3 $26.50/hr                           26.50       0.0%      0.0%    0.00    0.00     26.50   MR   01/21/93        0.00       liss
              USR LASH            LABORER                                       9.57       16.70     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00       2320
              USK OILM,           OILER                                         9.59       16.7%     40.0%    2.47    0.00     16.50   MR   01/19/93        0.00       1155
              USR PEON            PEO-ALL   EXCPT DRG'LNE                       14.31      16.74     40.0%    2.46    0.00     25.84   MR   01/21/93        0.00       2680
              USR TRKM            TRUCK DRIVER                                  9.95       16.70     40.0%    1.25    0.00     17.50   HR   03/29/93        0.00      10973


              A 09013002 01.      Filter Drain    Fabric
              USK LAM             LABORER                                       9.57       16.70     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00            92
              USR PEON            PEO-ALL EXCPT DRGLNE                          24.31      16.70     40.0%    2.46    0.00     25.84   MR   01/21/93        0.00            46


              A 09013002 02.      sand (81 thick)
              USK FOREHM3         foreman 3 $26.50/hr                           26.50       0.0%      0.0  0  0.00    0.00     26.50   Mt   01/21/93        0.00            1
              USK LAM             LABORER                                       9.57       16.7%     40.0%    1.03    0.00     16.67   MR   02/10/93        0.00            2
              USK 01114           OILER                                         8.59       16.70     4 0. Olt 2.47    0.00     16.50   MR   01/19/93        0.00            1
              USR PEON            PED-ALL   EXCPT DROLNE                        14.31      16.7%     4 0. Olk 2.46    0.00     25.94   RR   01/21/93        0.00            3
              USR TRKM            TRUCK DRIVER                                  9.95       16.70     40.0%    2.25    0.00     17.50   MR   03/29/93        0.00            10


              A 09013002 03.      r1prap, 161 - dry placement
              10SR FOREMAN3       foreman 3 S26.50/hr                           26.50       0.0%      0.0%    0.00    0.00     26.50   MR   01/21/93        0.00
              'USR LABN           LABORER                                       9.57       16.7%     40.00    1.03    0.00     16..67  MR   02/10/93        0.00
              USK OILM            OILER                                         8.59       16.70     40.0%    2.47    0.00     16.50   MR   01/19/93        0.00            20
              USR PEOM            PEG-ALL   EXCPT DRGLNE                        14.31      16.7%     40.01k   2.46    0.00     25.84   MR   01/21/93        0.00            20
              USR TREK            TRUCK DRIVER                                  9.95       16.70     40.0*    1.25    0.00     17.50   MR   03/29/93        0.00            so




              LABOR ID: EBRO01        EQUIP ID: EBRO01                           Currency in DOLLARS                             CREW ID: EBRO01        UPS 10:    EBRO01










            Tue 27 Sep 1994                                               U.S. Amy Corps of Engineers                                                        TIME 20:-TA--'Ol
                                                            PROJECT EBR001-:       Cast Baton Rouge Psh Feas. - NED
                                                                  East Baton Rouge Parish Feasibility Study                                             BACKUP PAW           3
                                                                               LABOR BACKUP - LEVEL 6



                                                                                                                                                                TOTAL

            Sac LABOR 10        DESCRIPTION                                    BASE ovER7m TxS/INs FRNG TRVL                    RATE DOM UPDATE DEFAULT                520"






            * 09013003 01.      LFT U-frame Bass Slab

            * 09013003 02.      1 FT U-frame wall
            * 09013003 03.      Channel Wall Pavement (41)
            USR CAM             CARPENTER                                      15.00      16.70     40.00     I.S4     0.00     26.04  MR   01/27/93         0.00            1
            USR CHNN            CEMENT MASON                                   13.22      16.70     40.00     1.67     0.00     23.26  MR   01/21/93         0.00            IS
            USR FOREMAN3        foreman 3 $26.50/hr                            26.50       0.00      0.00     0.00     0.00     26.50  MR   01/21/23         0.00            a
            USR IRNM            IRONWORKER                                     14.54      16.70     40.00     2.43     0.00     26.18  RR   01/21/93         0.00            S
            USR LASM            LABORER                                        9.57       16.70     40.0%     1.03     0.00     16.67  MR   02/10/93         0.00            29
            USR PEOM            PEO-ALL EXCPT DRGLNE                           14.31      16.74     40.00     2.46     0.00     25.84  MR   01/21/93         0.00            22
            USR TRKM            TRUCK DRIVER                                   9.95       26.70     40.0%     1.25     0.00     17.50  MR   03/29/93         0.00            1


            A 09023003 04.      Channel Wall Pavement t6-)
            USR CARM,           CARPENTER                                      15.00      16.7t     40.0%     1.54     0.00     26.04  MR   01/27/93         0.00            2

            USR C24M            CEMENT MASON                                   13.22      16.7%     40.0%     1.67     0.00     23.26  RR   01/21/93         0.00            27
            USWc@ FOREKAX3      foreman 3 S26.50/hr                            26.50       0.0%      0.0%     0.00     0.00     26.50  MR   01/21/93         0.00            2

            US& IRMH            IRONWORKER                                     14.54      16.74     40.04     2.43     0.00     26.18  MR   01/21/93         0.00            9
            0SR LAM             LABORER                                        9.57       16.7%     4 0. O'k  1.03     0.00     16.67  MR   02/20/93         0.00            46

            Um FLOM             PEO-ALL EXCPT DRGLNE                           14.31      16.7%     40.0%     2.46     0.00     25.84  MR   01/21/93         0.00            0
            USR TRKM            TRUCK DRIVER                                   9.95       16.70     40.0%     1.25     0.00     17.50  MR   03/29/93         0.00            1
       0    A 09013003 05.      Channel Wall Pavement (B-)
            USR CAM             CARPENTER                                      15.00      16.7%     40.0%     1.54     0.00     26.04  MR   01/27/93         0.00            2
            USR CHM             CEMENT MASON                                   13.22      16.7%     40.0%     1.67     0.00     23.26  MR   01/21/93         0.00            36
            USR FOREMAN3        foreman 3 $26.50/hr                            26.50       0.00      O.O4k    0.00     0.00     26.50  MR   01/21/93         0.00            3
            USR IRNM            IRONWORKER                                     14.54      16.7%     40.00     2.43     0.00     26.10  MR   01/21/93         0.00            IV
            USR LAM             LABORER                                        9.57       16.74j    40.0%     1.03     0.00     16.67  MR   02/10/93         0.00            64,
            USR PEON            PEO-ALL EXCPT DRrLNE                           14.31      16.7%     40.0%     2.46     0.00     25.84  MR   01/21/93         0.00            12
            USR TRKK            TRUCK DRIVER                                   9.95       16.7t     40.0%     1.25     0.00     17.50  MR   03/29/93         0.00            1


            A 09019905 01.      Fence (chain     link)
            USR, LABN           LABORER                                        9.57       16.70     40.00     1.03     0.00     16.67  MR   02/10/93         0.00            16


            A 09019906 01.      Aesthetic Tree Planting
            USR FOREMAN3        foreman 3 $26.50/hr                            26.50       0.0%      0.0%     0.00     0.00     26.50  RR   01/21/93         0.00            35
            USR LABN            LABORER                                        9.57       16.70     40.0%     1.03     0.00     16.67  MR   02/20/93         0.00            140
            USR TRKM            TRUCK DRIVER                                   9.95       16.7%     40.00     1.25     0:00     17.50  MR   03/29/93         0.00            35


            A 09019906 02.      Aesthetic Shrub Planting
            USR FOREMAN3        for-An 3 $26.50/hr                             26.50       0.01A     0.04#    0.00     0.00     26.50  RR   02/21/93         0.00            59
            USR LASH            LABORER                                        9.57       16.7%     40.0%     2.03     0.00     16.67  MR   02/10/93         0.00            235
            USR TRKM            TRUCK DRIVER                                   9.95       26.70     40.0%     1.25     0.00     17.50  MR   03/29/93         0.00            59


            B 06037102 01.      Fencing - barbed wire
            USR LABN            LABORER                                        9.57       16.7%     40.0%     1.03     0.00     16.67  MR   02/10/93         0.00            376
            USR PEOTRACTOR      PEO-tractor                                    9.50       16.70     40.0%     1.48     0.00     17.00  MR   01/21/93         0.00            378
        0 06037302 01.          Planting Trees
            USR LhBH            LABORER                                        9.57       16.70     40.00     1.03     0.00     16.67  MR   02/10/93         0.00            239
            USR PEOTRACTOR      PLO-tractor                                    9.50       16.70     40.04     1.48     0.00     17.00  MR   01121/93         0.00            139





            LABOR rD: EBRO01         EQUIP ID: EBROOI                           Currency in DOLLARS                              CREW ID: ZBR001        UPB ID: EBROOI












                Tue,27 Sep 1994                                              U.S. Amy Corps of Engineers                                                         TIME 10:16
                                                               PROJECT EBRO01:        Cast Baton Rouge Psh Feas. - MED                                                        16
                                                                     East Baton Rouge Parish Feasibility Study                                              BACKUP PAGE           4
                                                                                   LABOR BACKUP - LEVEL 6


                                                                                                                                                                     TOTAL
                Sitc LABOR M       Or-%CRIPTIOx                                    BASE OVERTH TXS/IN5 FRUG                TRVL     RATE UOM UPDATE DEFAULT                   HOURS




                a 09010101 01.     Mob & Demob
                USR CAHN           CARPENTER                                       15.00       16.70    40.04   *1.54      0.00     26.04  MR   01/27/93         0.00         200
                USR 011NM          CEMENT MASON                                    13.22       16.70    40.00    1.67      0.00     23.26  MR   01/21/93         0.00         400
                USR FOREMAN3       foreman 3 $26.50/hr                             26.50       0.04      0.04    0.00      0.00     26.50  MR   01/21/93         0.00         500
                USR IRNM           IRONWORKER                                      14.54       16.744   40.00    2.43      0.00     26.18  MR   01/21/93         0.00         100
                USR LAM            LABORER                                         9.57        16.7%    40.00    1.03      0.00     16.67  MR   02/10/93         0.00         1600
                USR PE014          PEO-ALL EXCPT DRGLNE                            14.31       16.70    40.00    2.46      0.00     25.84  MR   01/21/93         0.00         1800
                USR TRI04          TRUCK DRIVER                                    9.95        16.7%    40.00    1.25      0.00     17.50  MR   03/29/93         0.00         3100


                5 09011502 01.     Clearing for Channel       Dredqinq
                OSR FOREMAN3       foreman 3 $26.50/hz                             26.50       0.0%      0.00    0.00      0.00     26.50  MR   01/21/93         0.00         2720
                USR LASK           LABORER                                         9.57        16.70    40.01    1.03      0.00     16.67  MR   02/10/93         0.00         2120
                USR PEOM           PEO-ALL   EXCPT DRGLNE                          14.31       16.7%    40.00    2.46      0.00     25.64  MR   01/21/93         0.00         6160


                9 09011502 02.     Degrading, hauling, shaping 16mi
                USR FOREMAN3       for-An 3 $26.50/hr                              26.50       0.00      0.00    0.00      0.00     26.50  MR   01/21/93         0.00         2371
                USR LASH           LRBOVSR                                         9.57        16.70    40.00    1.03      0.00     16.67  MR   02/10/93         0.00         4754
                USR OnK            OILER                                           8.59        16.7%    40.00    2.47      0.00     16.50  MR   01/19/93         0.00         1321
                USR PEOK           PEO-ALL   EXCPT DRGLNE                          14.31       16.74    40.04    2.46      0.00     25.84  MR   01/21/93         0.00         1:73
                USR TRKM           TRUCK DRIVER                                    9.95        16.70    40.00    1.25      0.00     17.50  MR   03/29/93         0.00


                B 09011502 03.     Clearing and Snagging
                USR FOREMAN3       foreman 3 826.50/hr                             26.50       0.004     0.00    0.00      0.00     26.50  MR   01/21/93         0.00         ISO
                USR LASM           LABORER                                         9.57        26.74    40.00    1.03      0.00     16.67  MR   02/10/93         0.00         ISO
                USR PEOM           PEO-ALL   EXCPT DRGLNE                          14.31       16.70    40.04    2.46      0.00     25.84  MR   01/21/93         0.00         540


                9 09013002 01.     sand (81 thick)
                USS FOREMAK3       foreman 3 $26.50/hr                             26.50       0.0%      0.00    0.00      0.00     26.50  MR   01/21/93         0.00         400
                USR LASM           LABORER                                         9.57        16.7%    40.0%    1.03      0.00     16.67  MR   02/10/93         0.00         Boo
                OSR OILM           OILER                                           8.59        16.7%    40.00    2.47      0.00     16.50  MR   02/19/93         0.00         400
                USR PEON           PEO-ALL   EXCPT DRGLNE                          14.31       16.70    40.004   2.46      0.00     25.84  MR   01/21/93         0.00         1200
                USR TRKM           TRUCK DRIVER                                    9.95        16.74    40.00    1.25      0.00     17.50  MR   03129/93         0.00         12600


                8 02013002 02.     Filter Drain Fabric
                USR LASM           LABORER                                         9.57        16.70    40.Ot    1.03      0.00     16.67  MR   02/10/93         0.00         5981
                USR PEOM           PEO-ALL EXCPT DRGLXE                            14.31       16.70    40.04    2.46      O.J00    25.84  MR   01/21/93         0.00         2991


                0 09013002 03.     Fuseplug Dams
                0SR PEON           PEO-ALL EXCPT DRGLNE                            24.31       26.714   40.0%    2.46      0.00     25.84  MR   01/22/93         0.00         900


                B 09013003 01.     Cutoff Wall
                USR CARM           CARPENTER                                       15.00       16.70    40.0%    1.54      0.00     26.04  MR   01/27/93         0.00         4506
                USR CHMM           CEMENT MASON                                    13.22       26.7%    40.00    1.67      0.00     23.26  MR   01/21/93         0.00         1916
                USR FOREMAN3       foreman 3, $26.50/hr                            26.50       O.Ojk     0.00    0.00      0.00     26.50  MR   01/21/93         0.00         192
                USR LABM           LABORER                                         9.57        16.70    40.0%    1.03      0.00     16.67  MR   02/10/93         0.00         1916
                USR PEON           PEG--ALL  EXCPT DRGLNE                          14.31       16.70    40.00    2.46      0.00     25.84  MR,  01/21/93         0.00         336
                USR TRXM           TR%XK DRIVER                                    9.95        16.7%    40.0%    1.25      0.00     17.50  MR   03/29/93         0.00


                8  09013003 02.    Channel   Wall   Pavement (4")
                9  09013003 03.    Channel   Mall   Pavement (6-)
                5  09013003 04.    Channel   Mall   Pavement (8")



                IABOR rD: ZBROOI        EQUIP ID: EBRODI                            Currency in DOLLARS                               CREW 10: EBRO01        uPB rD: EBRO01











          Tua@27 Sep 2994                                                U.S. Army corps of Engineers                                                       TIME 10:16:01
                                                           PROJECT EBRO01:        East Baton Rouge Psh Fees. - NED
                                                                 East Baton Rouge Parish Feasibility Study                                              BACKUP PAGE          5
                                                                               LABOR BACKUP - LEVEL 6


                                                                                                                                                                TOTAL
          SRC, LABO*- ID'      DESCIa"ZOR                                      BASE    OVERTH TXS/INS FRNG TRVL                RATE UOM UPDATE DEFAULT                Hoc"




            a 09013003 05.     drain ditch
            9 09019905 01.     Fence (chain link)
          USR LAHM             LABORER                                         9.57      16.7%     40.0% 1.03        0.00     16.67 MR 02/10/93             0.00      20260


            B 09019906 02.     Aesthetic Tree Planting
          USR FOREMAN3         foreman 3 S26.50/hr                             26.50      0.0%      0.0%     0.00    0.00     26.50   MR   01/21/93         0.00          60
          USR LRBM             LABORER                                         9.57      16.70     40.0%     2.03    0.00     26.67   MR   02/10/93         0.00        240
          USR TRKM             TRUCK DRIVER                                    9.95      16.7%     40.00     1.25    0.00     17.50   MR   03/29/93         0.00          60


            9 09019906 02.     Aesthetic Shrub Planting
          USR FOREMAN3         foreman 3 826.50/hr                             26.50      0.00      0.0%     0.00    0.00     26.50   MR   01/22/93         0.00        100
          USR LAM              LABORER                                         9.57      16.74     40.00     1.03    0.00     16.67   MR   02/10/93         0.00        400
          USR TRKM             TRUCK DRIVER                                    9.95      16.70     40.00     1.25    0.00     17.50   MR   03/29/93         0.00        Ica


            9 14002202 02.     Bridge - 10,     x 50,
          USR rOREMAN3         foreman 3 $26.50/hr                             26.50      0.0%      0.0*     0.00    0.00     26.50   MR   01/21/93         0.00          20
          VSR IRNM             IRONWORKER                                      24.54     16.74     40.0%     2.43    0.00     26.18   MR   01/21/93         0.00          20
          USR LAM              LABORM                                          9.57      16.7%     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00          20



       0
            a 14002202 03.     Bridge - 101 x 1501
            SR FOREMAN3        foreman 3 426.50/hr                             26.SO      O.Ot      0.01     0.00    0.00     26.50   MR   01/21/93         0.00          10
          USR IRNM             IRONWORKER                                      14.54     16.7%     40.04r    2.43    0.00     26.18   MR   01/21/93         0.00          20
          USR LABK             LABORER                                         9.57      16.7%     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00          20


            3 14002202 04.     Sign* &.Markers
          USR CARR             CARPENTER                                       15.00     16.74     40.00     1.54    0.00     26.04   MR   01/27/93         0.00          10
          USR LAM              LABORER                                         9.57      16.70     40.0%     1.03    0.00     26.67   MR   02/10/93         0.00          20


            8 14002202 05.     Trees
          USR FOREMhN3         foreman   3 326.50/hr                           26.50      0.0%      0.0%     0.00    0.00     26-50   MR   01/21/93         0.00        240
          USR LABM             LABORER                                         9.57      16.7*     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00        591
          USR TRKM             TRUCK DRIVER                                    9.95      16.7%     40.0%     1.25    0.00     17.50   MR   03/29/93         0.00        248


            9 14002202 06.     Fence (61 wooden)
          USR CARM             CARPENTER                                       15.00     16.70     40.00     1.54    0.00     26.04   MR   01/27/93         0.00        2100
          USR LABM             LABORER                                         9.57      16.74     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00        4900


            C 06037102'01.     Fencing - barbed wire
          USR LABM             LABORER                                         9.57      16.7%     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00        419
          USR PEOTRhCTOR       PEO-tractor                                     9.50      16.70     40.00     1.48    0.00     17.00   MR   01/21/93         0.00        419


            C 06037302 02.     Planting Trees
          VSR LAM              LABORER                                         9.57      26.70     40.00     1.03    0.00     26.67   MR   02/10/93         0.00        254
          USR PEOTRACTOR       PEO-tractor                                     9.50      16.70     40.0%     1.48    0.00     17.00   MR   01/21/93         0.00        154


            C 09010102 01.     Plob G Demob
                CARM           CARPENTER                                       15.00     16.74     40.0%     1.54    0.00     26.04   MR   01/27/93         0.00        100
                C24M           CEMENT MASON                                    13.22     16.70     40.0%     1.67    0.00     23.26   MR   01/21/93         0.00        200
          USR FOREMAN1         foreman 3 S26.50/hr                             26.50      0.0%      0.044    0.00    0.00     26.50   MR   01/21/93         0.00        200
          USR rRNm             IRONWORKER                                      14.54     16.74     40.00     2.43    0.-00    26.16   MR   01/21/93         0.00          50
          USR LABM             LABORER                                         9.57      16.7%     40.0%     1.03    0.00     16.67   MR   02/10/93         0.00        Soo




          LABOR ID% EBROO1          EQUIP ID: EBRO01                            Currency in DOLLARS                              CREW ID: EBRO01        UPS ID:    EBRODI












               Tue-21 Sep 1994                                             U.S. Amy corps of Engineers                                                         TIME 10:16:01
                                                             PROJECT EBRO01:        East Baton Rouge Psh Feas- - NED                                               PAGE
                                                                    East Baton Rouge Parish Feasibility Study                                             BACKUP
                                                                                 LABOR BACKUP -    LEVEL 6



                                                                                                                                                                  TOTAL
               SW LMR, ID@       DESCRIPTION,                                    BASE      OVERTM  TXS/INS rRMG         TRVL      RATE UOM UPDATE          DEFAULT      HOURS




               USR PEM           PEO-ALLeEXCPT'DRGLNE                            14.31     16.76      40.00    2.46     0.00     2S.04  MR   01/21/93          0.00         700
               UM TRKK           TRUCK DRIVER                                    9.95      16.76      40.00   .1.25     0.00     17.50  MR   03/29193          0.00         1450


               c 09011502 al.    clearing for Channel       Dredging
               USR FOREMAN3      foreman 3 $26.50/hr                             26.50       0.00      0.00    0.00     0.00     26.50  MR   01/21/93          0.00         4400
               am LAW9           LABORER                                         9.57      16.70      40.0%    1.03     0.00     16.67  MR   02/10/93          0.00         4400
               USR PEON          PLO-ALL    EXCPT DPG7M                          24.31     16.70      40.00    2.46     0.00     25.84  MR   01/21/93          0.00     23200


               C 09011502 02.    Excavation
               Wa VOR1MM3        foreman 3 $26.50/hr                             26.50       0.0%      0.04    0.00     0.00     26.50  MR   01/21/93          0.00         2172
               MR LAM            LABORER                                         9.57      16.74      40.0%    1.03     0.00     16.67  MR   02/10/93          0.00         4344
               VSR. OILK         OILER                                           8.59      16.70      40.0%    2.47     0.00     16.50  MR   01/19/93          0.00         2172
               USR PEON          PEO-ALL    EXCPT DRGLNE                         14.31     16.70      40.00    2.46     0.00     25.84  MR   01/21/93          0.00         6516
               VSR TRKK          TRUCK DRIVER                                    9.95      16.74      40.0%    1.2S     0.00     17.50  MR   03/29/93          0.00     46698


               C'09013002 01.    Geotextile, Kat'Turf Rainforcemnt
               USK FOREMAN3      foreman 3 $216.50/hr                            26.50       0.00      0.0%    0.00     0.00     26.50  MR   01/21/93          0.00         1090
               030 LANK          LABORER                                         9.S7      16.74      40.00    1.03     0.00     16.67  MR   02/10/93          0.00         5451
               USS, PEM          PEO-ALL    EXCPT DRGLNE                         14.31     16.744     40.00    2.46     0.00     25.84  MR   01/21/93          0.00         2090
               C 09013002 02.    R-90 Stone                                                                                                                                 0
               USR DOPH          PEO DRAGLIKE                                    14.81     16.74      40.00    2.63     0.00     26.62  MR   01/21/23          0.00         579
               GSR@ FOREKAN3     foreman 3 $26.50/hr                             26.50       0.00      0.00    0.00     0.00     26.50  MR   01/21/93          0.00         579
               USK FOREMAN4      foreman 4 62-7.00/hr                            27.00       0.00      0.0*    0.00     0.00     27.00  MR   01/21/93          0.00         579
               USR LAM           LABORER                                         9.57      16.70      40.04    2.03     0.00     16.67  MR   02/10/93          0.00         2157
               USR Olin          OILER                                           8.59      16.70      40.0%    2.47     0.00     16.50  MR   01/19/93          0.00         579
               USR PEON          PEO-ALL    EXCPT DRGLNE                         14.31     16.7%      40.01    2.46     0.00     25.84  MR   01/21/93          0.00         1157
               UM TRWK           TRUCK DRIVER                                    9.95      16.7%      40.00    1.25     0.00     17.50  MR   03/29/93          0.00         7523


               C 09013002 03.    Hydromulch
               US2 LAM           LABORER                                         9.S7      16.7%      40.04    1.03     0.00     16.67  MR   02/10/93          O.OD         716


               C 09013002 04.    Excavation for stone
               USR rOREKAN3      foreman 3 S26.50/hr                             26-50       O.Olb     0.00    0.00     0.00     26.SO  MR   01/21/93          0.00         362
               VSR LAB14         LABORER                                         9.57      16.7t      40.0%    1.03     0.00     16.67  MR   02/10/93          0.00         724
               USR Olin          OILER                                           8.59      16.7%      40.0%    2.47     0.00     16.50  MR   01/19/93          0.00         362
               USR PEON          PEO-ALL    EXCPT DRGLNE                         14.31     26.71      40.0%    2.46     0.00     25.04  MR   01/21/93          0.00         1086
               USR TRKN          TRUCK DRIVER                                    9.95      16.7%      40.0%    1.25     0.00     17.50  MR   03/29/93          0.00         7783


               C 09013002 05.    ruseplaq Dame
               USR PEON          Pto-ALL Z]X(CPT DRGLNE                          14.31     16.7%      40.Ot    2.46     0.00     25.84  MR   01/21/93          0.00         650


               C 09019906 01.    Aesthetic Tree Planting
               USR FOREMAN3      for-An 3, 426:.50/hr                            26.50       0.0%      0.0%    0.00     0.00     26.50  MR   01/21/93          0.00         150
               USR LASH          LABORER                                         9.57      16.70      40.0%    1.03     0.00     16.67  MR   02/10/93          0.00         600
               USR TRW           TRUCK DRIVER                                    9.95      16.70      40.0%    1.25     0.00     17.50  MR   03/29/93          0.00         15


               0 06037102 01.    Fencing - barbed wire
               VSR LASK          LABORER                                         9.57      16.70      40.0%    1.03     O..QO    16.67  MR   02/10/93          0.00         365
               USR PEOTRACTOR    PEO-tractor                                     9.50      16.74      40.00    1.48     0.00     17.00  MR   01/21/93          0.00         365





               LABOR In: EBR001       Eaurp ID: EBR001                            Currency in DOLLARS                              cREw rD: EBR001        UPB ID: EBRD01











            Tue 27 Sep:1994                                                U.S. Army Corps of Engineers                                                         TIM 10:16-mD1
                                                            PROJECT EBRO01:         East Baton Rouge Psh Fees. - NED
       0                                                           Last Raton Rouge Parish Feasibility Study                                               BACKUP PAM            7
                                                                                 LABOR BACKUP - LEVEL 6



                                                                                                                                                                    TOTAL
            SRCIII LABOR M.     DESCRIPTION                                      BASE OVERTH TXS/INS FRNG TRVL                    RATE UOM UPDATE DEFAULT                WMRS




            D106037302 01.      Planting Tress
            USR LABN            LABORER                                          9.57      26.70     40.00 .1.03         0.00    16.67 RR     02/10/93          0.00        L34
            USR PEOTRACTOR      PEO-tractor                                      9.50      16.71     40.00     1.48      0.00    17.00   MR   01/21/93          0.00        LN


            D 09010101 01.      Mob & Demob
            USR FOREHAN3        foreman 3 $26.50/hr                              26.50      0.0%       0.0%    0.00      0.00    26.50   MR   01/21/93          0.00        240
            USR LABN            LABORER                                          9.57      16.74     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        4=
            USA PEOM            PEO-ALL   EXCPT DRGLNE                           14.31     16.7%     40.0%     2.46      0.00    25.84   MR   01/21/93          0.00        "0
            USR TRKK            TRUCK DRIVER                                     9.95      16.74     40.0%     1.25      0.00    17.50   MR   03/29/93          0.00        040


            D-09011502 01.      Clearing for Channel       Dredging
            USR FOREMAN3        foreman 3 $26.50/hr                              26.50      0.0%       0.04    0.00      0.00    26.50   MR   01/21/93          0.00        3260

            CSR LASH            LABORER                                          9.57      16.7%     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        3280
            USA PEOM            PLO-ALL   EXCPT DRGLNE                           14.31     16.7%     40.0%     2.46      0.00    25.84   MR   01/21/93          0.00        9840


            0@09011502 02.      Excavation
            USR FOREMAN3        foreman 3 S26.50/hr                              26.50      0.0%       0.0%    0.00      0.00    26.50   MR   01/21/93          0.00        1991
            USR LABM            LABORER                                          9.57      16.7%     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        3982

            VSR OILH            OILER                                            8.59      16.7%     40.0%     2.47      0.00    16.50   MR   01/19/93          0.00        i291
            USR PEON            PEO-ALL   EXCPT DRGLNE                           14.31     16.7%     40.0%     2.46      0.00    25.84   MR   01/21/93          0.00        S973
      OR TRKM                   TRUCK DRIVER                                     9.95      16.7%     40.0%     1.25      0.00    17.50   RR   03/29/93          0.00     26870

            D 09013002 01.      Gectextile Hat Turf Reinforcenint
            USR FOREKRN3        foreman 3 $26.50/hr                              26.50      0.0%       0.0%    0.00      0.00    26.50   MR   01/21/93          0.00        1774
            USR LABM            LABORER                                          9.57      16.7%     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        U70
            USR PEON            PEO-ALL   EXCPT DPGLNE                           14.31     16.7%     4 0. Oft  2.46      0.00    25.84   MR   01/21/93          0.00        1774


            D 09013002 02.      R-90 Stone

            USR; DOP14,         PEO DRAGLINE                                     14.81     16.7%     40.0%     2.63      0.00    26.82   MR   01/21/93          0.00        612@
            USR FOREMAN3        foreman 3 $26.50/hr                              26.50      0.01       0.0%    0.00      0.00    26.50   MR   01/21/93          0.00        612
            USR FOREMAN4        for-An 4 S27.00/hr                               27.00      0.0%       0.0%    0.00      0.00    27.00   MR   01/21/93          0.00        612
            USR LABH            LABORER                                          9.57      16.7%     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        1225
            USR OrLm            orLER                                            8.59      16.7%     40.0%     2.47      0.00    16.50   MR   01/19/93          0.00        612
            USR PEON            PEG-ALL   EXCPT DRGLNE                           14.31     16.7%     40.0%     2.46      0.00    25.64   MR   01/21/93          0.00        1225
            USR TRKK            TRUCK DRIVER                                     9.95      16.7%     40.0%     1.25      0.00    17.50   MR   03/29/93          0.00        9799


            D 09013002 03.      Hydromulch
            USR LASM            LABORER                                          9.57      16.7%     40.0*     1.03      0.00    16.67   MR   02/10/93          0.00        2226


            D 09013002 04.      Excavation for stone
            USR FOREMAN3        foreman 3 426.50/hr                              26.50      0.0%       0.0%    0.00      0.00    26.50   MR   01/21/93          0.00        544
            USR LABN            LABORER                                          9.57      16.7%     40.0%     1.03      0.00    16.67   MR   02/10/93          0.00        loss
            USR OILM            OILER                                            8.59      16.7%     40.0%     2.47      0.00    16.50   MR   01/19/93          0.00        544
            USA PEOM            PEG-ALL   EXCPT DRGLNE                           14.31     16.7%     40.0%     2.46      0.00    25.84   MR   01/21/93          0.00        2632
            USR TRKM            TRUCK DRIVER                                     9.95      16.7%     40.0%     1.25      0.00    17.50   MR   03/29/93          0.00        7888
        0
               09013002 05.     Fuseplug Dams
             R PEOM             PEO-ALL EXCPT DRGLNE                             14.31     16.7%     40.0%     2.46      0.00    25.84   MR   01/21/93          0.00        850,


            D 09019906 01.      Aesthetic Treat Planting
            USR FOREMAN3        foreman 3 S26.50/hr                              26.50      0.0%       0.0%    0.00      0.00    26.50 MR     01/21/93          0.00        190



            LABOR ID: EBRO01         EOUIP ID: EBRO01                             Currency in DOLLARS                              CREW ID: EBROO1         UPB ID:    EBR001











              Tue 27 Sep 1994                                     U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                      PROJECT EBROO11     East Baton Rouge Psh Foss. - NED
                                                            East Baton Rouge Parish Feasibility Study                                 BACKUP PAGE
                                                                       LABOR BACKUP - LEVEL 6



                                                                                                                                             TOTAL

              SRC LABOR. TV   DESCRIPTION                              BASE     OVERTM TXS1INS FRNG      TRVL    RATE UOM UPDATE        DEFAULT    HOURS




              OSR LABN        LABORER                                  9.57     16.70    40.0%   1.03    0.00    16.67 MR   02/10/93         0.00     760
              USR TRKM        TRUCK DRIVER                             9.95     16.7%    40.0%   .1.25   0.00    17.50  MR  03/29/93         0.00     190


              E 06037102 01.  Fencing - barbed wire
              USR LABM        LABORER                                  9.57     16.74    40.04   1.03    0.00    16.67  MR  02/10/93         0.00     108
              USR PEOTRACTOR  PEO-tractor                              9.50     16.7%    40.04   2.48    0.00    27.00  MR  01/21/93         0.00     206


              E 06037302 01.  Planting Trees
              USR LAW         LABORER                                  9.57     16.7%    40.04   1.03    0.00    16.67  MR  02/10/93         0.00     40
              USR PV37RAMR    PEO-tractor                              9.50     16.7%    40.0%   1.40    0.00    17.00  MR  01/21/93         0.00     40


              9 09010101 01.  Mob A Demob
              USR CABM        CARPENTER                                15.00    16.7%    40.0%   1.54    0.00    26.04  MR  01/27/93         0.00     60
              OSR CMNM        CEMENT MASON                             13.22    16.7%    40.0%   1.67    0.00    23.26  MR  01/21/93         0.00     120
              USR FOREMAN3    foreman 3 $26.50/hr                      26.50     0.0%     0.0%   0.00    0.00    26.50  MR  01/21/93         0.00     150
              VSR IRNM        IRONWORKER                               14.54    16.7%    40.0%   2.43    0.00    26.18  MR  01/21/93         0.00     30
              9SR LAM         LABORER                                  9.57     16.7%    40.0%   1.03    0.00    16.67  MR  02/10/93         0.00     480
              VSR PEOM        PEO-ALL EXCPT DRGLNE                     14.31    16.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00     540
              USR TRKK        TRUCK DRIVER                             9.95     16.7%    40.0*   1.25    0.00    27.50  MR  03/29/93         0.00     750
              E 09011502 01.  Clearing for Channel   Dredging                                                                                         0
              USR FOREMAN3    foreman 3 $26.50/hr                      26.50     0.0%     0.0%   0.00    0.00    26.50  MR  01/21/93         0.00     400
              USR LAW         LABORER                                  9.57     16.7%    40.0%   1.03    0.00    16.67  MR  02/10/93         0.00     400
              USR PEOM        PEO-ALL  EXCPT DRGLNE                    14.31    16.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00     1200


              E 09011502 02.  Excavation
              USR FOREMAN3    foreman 3 S26.50/hr                      26.50     0.0%     0.0%   0.00    0.00    26.50  MR  01/21/93         0.00     681
              VSR LAM         LABORER                                  9.57     16.7%    40.0%   1.03    0.00    16.67  MR  02/10/93         0.00     1362
              VSR OILM        OILER                                    8.59     16.7%    4 0. Olt 2.47   0.00    16.50  MR  01/19/93         0.00     681
              USR PEON        PEO-ALL  EXCPT DRGLNE                    14.31    16.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00     1703
              USR TRKM        TRUCK DRIVER                             9.95     16.7%    40.04   1.25    0.00    17.50  MR  03/29/93         0.00  13280


              E 09011502 03.  Clearing and Snagging
              USR FOREHAN3    foreman 3 $26.50/hr                      26.50     0.0%     0.0*   0.00    0.00    26.50  MR  01/22/93         0.00     780
              USR LASM        LABORER                                  9.57     16.7%    40.Ot   2.03    0.00    16.67  MR  02/10/93         0.00     780
              USR PEOM        PEO-ALL  EXCPT DRGLNE                    14.31    26.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00     2340


              E 09013002 01.  sand (8* thick)
              VSR FOREMAN3    foreman 3 S26.50/hr                      26.50     0.0%     0.0ï¿½   0.00    0.00    26.50  MR  02/21/93         0.00     63
              USR LASM        LABORER                                  9.57     16.7%    40.0%   1.03    0.00    16.67  MR  02/10/93         0.00     126
              USR OILM        OILER                                    9.59     16.7%    40.0%   2.47    0.00    16.50  MR  01/19/93         0.00     63
              USR PEON        PEO-ALL  EXCPT DRGLNE                    14.31    16.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00     189
              USR TRXM        TRUCK DRIVER                             9.95     16.7%    40.01   1.25    0.00    17.50  MR  03/29/93         0.00     1607


              E 09013002 02.  Filter Drain Fabric
              USR LARK        LABORER                                  9.S7     16.7%    40.00   1.03    0.00    16.67  Hit 02/10/93         0*00
              USR PEON        PEO-ALL EXCPT DRGLNE                     14.31    16.7%    40.0%   2.46    0.00    25.84  MR  01/21/93         0.00


              E 09013002 03.  Fuseplug Dams
              USR PEON        PEO-ALL EXCPT   DRGLNE                   14.31    16.7%    40.0%   2.46    0.00    25.84 HR   01/21/93         0.00     240





              LABOR ID: EBRO01    EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBRO01     UPB ID. EBROOI











          Tue-27 Sop 1994,                                      U.S. Army Corps of Engineers                                             TIM 10:1&'Dl
                                                   PROJECT EBROOI:      Last Baton Rouge Psh Feas. - NED
      0                                                  Last Baton Rouge Parish Feasibility Study                                  BACKUP PAGE        I
                                                                     LABOR BACKUP - LEVEL 6


                                                                                                                                           TOTAL

          SRC: LIMOR'l ID @DESCRIPPTION                              SUE    OVERTM TXS/INS FRNG TRVL           RATE UOM UPDATE DEFAULT           NO=




          It 02013003'01.  Cutoff wall
          Z 09013003 02.   Channel Wall Pavement 0")
          E 09013003 03.   Channel Wall Pavement (6")
          Z 09013003 04.   Channel Wall Pavement (8")
          Z 09013003 05.   drain ditch

          2 09019902 01.   excavation
          9SR FOREKAN3     foreman 3 $26.50/hr                       26.50     0.0%     0.0%   0.00    0.00    26.50 MR   01/21/93       0.00       36
          USR LABM         LABORER                                   9.57      16.7%   40.0%   1.03    0.00    16.67 MR   02/10/93       0.00       76
          USR OIIX         OILER                                     8.59      16.7%   40.00   2.47    0.00    16.50 MR   01/19/93       0.00       38
          USR r"'          PEO-ALL  EXCPT DRGLNE                     14.31     16.70   40.0%   2.46    0.00    25.64 MR   01/21/93       0.00       95
          03w TRKK-        TRUCK'DRIVER                              9.95      16.1%   40.00   1.25    0.00    17.50 MR   03/29/93       0.00       627


          Z 09019902 02.   Filter Fabric
          USR LAD14        LABORER                                   9.57      16.70   40.0%   1.03    0.00    16.67 MR   02/10/93       0.00       277
          USR PEON'        PEG-ALL EXCPT DRGLNE                      14.31     16.70   40.0%   2.46    0.00    25.64 MR   01/21/93       0.00       IL39


          E (19MMM, 0-1.,  Crus-hed, stone
          0M, FCM1EKANX    foreman 3, #26.50/hr                      26.50     0.0%     0.0%   0.00    0.00    26.50 MR   01/21/93       0.00       53
          VSR LAW          LABORER                                   9.57      16.70   40.0%   1.03    0.00    16.67 MR   02/10/93       0.00       53
       0
           R PEOM          PEO-ALL  EXCPT DRGLNE                     14.31     16.7%   40.01   2.46    0.00    25.84 MR   01/21/93       0.00       206

           R TRKH          TRUCK DRIVER                              9.95      16.70   40.0%   1.25    0.00    17.50 MR   03/29/93       0.00       795


          V;WI91902 64.    Obstruction Removal
          9SR FOREKAN3'    foreman 3 $26.50/hr                       26.50     0.0%     0.00   0.00    0.00    26.50 MR   01/21/93       0.00       63
          VSR LARK         LABORER                                   9.57      16.7%   40.00   1.03    0.00    16.61 MR   02/10/93       0.00       M
          USR OIIM         OILER                                     8.59      16.70   40.00   2.47    0.00    16.50 MR   01/19/93       0.00       63
          USR PEOM         PEO-ALL  EXCPT DRGLNE                     14.31     16.7%   40.0%   2.46    0.00    25.84 MR   01/21/93       0.00       252
          USR@ TRM;        TRUCK DRIVER                              9.95      16.7%   40.0%   1.25    0.00    17.50 MR   03/29/93       0.00       473


          E 09019905 01.   Fence (chain   link)
          USR LABN         LABORER                                   9.57      16.7%   40.0%   1.03    0.00    16.67 MR   02/10193       0.00       672


          Z 09019906 01.   Aesthetic Tree Planting
          9SR FOREMAN3     foreman 3 $26.50/hr                       26.50     0.0%     0.0%   0.00    0.00    26.50 MR   01/21/93       0.00       22,
          DSR LASM         LABORER                                   9.57      16.74   40.04   1.03    0.00    16.67 MR   02/10/93       0.00       87
          USR TRKH         TRUCK DRIVER                              9.95      16.1%   40.00   1.25    0.00    17.50 HR   03/29/93       0.00       22


          E 09019906 02.   Aesthetic Shrub Planting
          USR FOREKAN3     foreman 3 $26.50/hr                       26.50     0.0%     0.06   0.00    0.00    26.50 MR   01/21/93       0.00       37
          USR LASK         LABORER                                   9.57      16.70   40.0%   1.03    0.00    16.67 MR   02/10/93       0.00       141
          USK TRW          TRUCK DRIVER                              9.95      16.7%   40.00   1.25    0.00    17.50 MR   03/29/93       0.00       37



















          LABOR ID: EBRO01      EQUIP ID: EBRO01                      Currency in DOLLARS                        CREW ID: EBRO01     UPS rD: ESR0O1












           Tus 27 Sep 1994                                       U.S. Army corps of Engineers                                           TDM 10:16:01
                                                     PROJECT EBRO01:     Cast Baton Rouge Psh Foss. - NED                                          '10
                                                          East Baton Rouge Pariah Feasibility Study                                 BACKUP PACE
                                                                       EQUIPMENT BACKUP


                                                                                                                                              TOTAL

           SRC:9QUIP 11)    DESCRIPTION                             DEPR     CAPT     FUEL     FOG EG REP     TR UR TR REP     TOTAL UOM      HOURS




















































































           LABOR ID: EBRO01      EQUIP ID: EBROO1                     Currency in DOLLARS                       CREW ID: EBRO01    UPS ID: EBR001











           ?us 27 Sep 1994'                                         U.S. Amy Corps of Engineers                                                    TIME 20:16:01
                                                       PROJECT EBRO01:      Cast Baton Rouge Psh Feas. - NED
                                                             Last Raton Rouge Parish Feasibility Study                                       BACKUP PAGE      11
                                                                     EQUIPMENT BACKUP       LEVEL 6


                                                                                                                                                              ee

           SW-' - EMIP       DESCRZPTF=                                 DEPR     CAPT       FUEL    FOG EQ REP TR WR TR REP TOTAL UOM                   94M




           A 060371-02 01.   r6ncinq - barbed wire
           MR, TRCB          FARM TRACTOR JD 2355                       1.94                1.89             2.29                         6.12 MR          Im


           A 06037302 01,    Planting Trees
           USR TRCS          FARM TRACTOR JD 2355                       1.94                1.89             2.29                         6.12  HR         30


           A 09010101 01.    mob a Demob
           USR KIRF          AIR COMPRESSOR 250 CF74                    2.58                2.80             2.79                         9.11  HR         29k
           OSR BKHB          BACKHOE CAT 2253 1.25 CY                   17.54               3.92             15.46                        36.92 ER         20
           MR BKRC:          BACKHOE CAT 235 C 2.0 CY                   33.09               6.77             28.92                        68.78 HR         20
           on: CRIPM,        chipping machine (tree clearing)           25.00                                                             25.00 HR         20
           MR CHNSAW.        chainsaw, Homelite 31"                     0.15                0.32             1.00                         1.47  HR         4M
           MR CHYA           CHERRYPICKER GROVE 18 TON                  11.42               4.31             10.57                        26.30 HR         20
           USR CMLT          sealant hot mixer & pump                   7.00                                                              7.00  HR
           USR CNPV          CONCRETE PAVER 261 WIDE SLIPFORM           24.69               7.16             25.12                        56.97 HR         20
           OSR CRIM          CRANE N.MR, 5299-A 60T 751 boom            16.59               2.26             17.16                        36.01 HR         40
           V58 DOZ&          DOZER D-4 W/BLADE                          6.60                3.04             8.60                         18.24 HR         20
           MR cow            DOZER D-6 V/BLADE                          12.10               4.48             15.43                        32.01 HR         so
           OSR@FEIA          F E-LOADER CAT 953 2.0 CY crwlr            11.99               3.52             16.68                        32.19 HR         20
            R M OTC          M OTO R GRADER CAT 12-G                    11.14               3.65             9.50                         24.29 HR         20
      4F    R PMPC           WATER PUMP 3" HOMELITE                     0.14                0.86             0.39                         1.39  HR         20
           MR T30DWO02       trencher, chain, 6"x36"                    1.55                1.39             1.83                         4.77  HR         20
           MR-TRW            FARM TRACTOR W/DISC J.D. 2355              1.94                1.89             2.29                         6.12  HR         20
           MR TIM            WATER TRUCK 2000 GAL                       4.83                5.25             5.94                         16.02 HR         20
           USR TRKH'         trailer truck, 20 cy, owner-op             28.00                                                             28.00 HR         420
           USR TRKI          Dump truck, 12 cy, own-op                  22.00                                                             22.00 HR         ISO


           A 0901"ISOV 01.   Clearing and Snagging
           USK BXHC          BACKHOE CAT 235 C 2.0 CY                   33.09               6.77             28.92                        68.78 HR         400
           OSR CHIPPER       chipping machine (tree clearing)           25.00                                                             25.00 HR         490
           OSR DOZB          DOZER D-6 W/BLADE                          12.10               4.48             15.43                        32.01 HR         to
           VSR FELA          r E LOADER CAT 953 2.0 cy crwIr            11.99               3.52             16.68                        32.19 HR         480
           USR SAMB          CRAIN SAN - Homelito - 31" bar             0.15                0.32             1.00                         1.47  HR         480


           A 09011502 02.    Clearing for Channel Dredging
           USR BKHC          BACKNOE CAT 235 C 2.0 CY                   33.09               6.77             28.92                        68.78 HR         470
           USR CHIPPER       chipping machine (tree clearing)           25.00                                                             25.00 HR         "0
           USR CHNSAW        chainsaw, Homelit*                         0.15                0.32             1.00                         1.47  HR         940
           VSR DOZO          DOZER D-6 W/BLADE                          12.10               4.48             15.43                        32.01 HR         940
           USR FELA          F 9 LOADER CAT 953 2.0     CY crwlr        11.99               3.52             16.68                        32.19 HR         470


           A 09021502 03.    Excavation
           USR BKHC          BACKHOE CAT 235 C 2.0      CY              33.09               6.77             28.92                        68.78 HR        1155
           USR DOZB          DOZER D-6 Y/BLADE                          12.10               4.48             15.43                        32.01 HR        2155
           MR MOTG           MOTOR GRADER CAT 12-G                      11.14               3.65             9.50                         24.29 HR         08
           =a 77SIA          WATER TRUCK 2000 GAL                       4.83                5.25             5.94                         16.02 HR         570
               TRKH          trailer truck, 20 cy.     owner-op         28.00                                                             28.00 HR       10395


           A 09013002 01.    Filter Drain Fabric
           USR CHYA          CHERRYPICKER GROVE 18 TON                  21.42               4.31             10.57                        26.30 HR         46





           LABOR ID: EBRO01       EQUIP ID: EBROOl                        Currency in DOLLARS                           CREW ID: EBRO01      UPB 10: EBRO01











              Tus X7 Sep IS94                                           U.S. Amy Corps of Enqineers                                                     TIME 10:26:01
                                                            PROJECT EBR001:      Fast Baton Rouqe Psh Fees. - NED
                                                                 East Baton Rouqe Parish Feasibility Study                                        BACKUP PAGE 10
                                                                         EQUIPMENT BACKUP       LEVEL 6


                                                                                                                                                              TOTAL
              SOC EOUIP ID      DESCRIPTION                                  DEPR    CAPT       FUEL     FOG EG REP       TR WR TR REP         TOTAL UOK      HOURS




              A 09013002 02.    sand (01 thick)
              USR SKHS          BACKHOE CAT 225B 1.25 CY                   17.54                3.92              15.46                        36.92 HR            I
              OSR DOZB          DOZER D-6 W/BLADE                          12.10                4.48              15.43                        32.01 HR            2
              USA MOTG          MOTOR GMER CAT 12-C                        11.14                3.65              9.50                         24.29 HR            I
              USR TRKA          WATER TRUCK 2000 GAL                         4.63               5.25              5.94                         16.02 MR            I
              USR TIUM          DUMP TRUCK 22 CY                             6.39               7.53              8.19                         22.11 HR            9


              A 09013002 03.    riprap 16"      dry placement
              USR BOX1          cock box/hopper - 25T capacity               4.00                                                              4.00  HR          10
              USR CRNK,         CRANE AMER 5299-A SOT 751 boom             26.59                2.26              17.16                        36.01 HR          20
              USR TRKH          trailer truck, 20 cy, owner-op             28.00                                                               28.00 HR          so


              A 09013003 01.    1 rT U-frame Bass Slab
              A 09013003 02.    1 FT U-frame wall
              A 09013003 03.    Channel Wall Pavement (4")
              USR AIRF          AIR COMPRESSOR 250 CFM                       2.58               2.80              2.79                         8.17  MR            2
              USR CMLT          sealant hot mixer & pump                     7.00                                                              7.00  HR            I
              USR CMPV          CONCRETE PAVER 26' WIDE SLiPrORM           24.69                7.16              25.12                        56.97 HR            3
              USR DOZA          DOZER D-4 W/BLAVE                            6.60               3.04              8.60                         20.24 HR            3
              USR NOTG          MOTOR G?JWER CAT 12-G                      11.14                3.65              9.50                         24.29 HR
              USR PMFC          WATER PUMP 3* MONELrTE                       0.14               0.86              0.39                         1.39  HR
              USR SNOB          SANDBLASTER, 14000,HOSE,216CFM               2.46                                 4.03                         6.49  MR            I
              USR TRCB          FARM TRACTOR JD 2355                         1.94               1.89              2.29                         6.22  HR            3
              USR TRKR          WATER TRUCK 2000 GAL                         4.83               5.25              5.94                         16.02 HR            I


              A 09013003 04.    Channel Wall Pavement       0")
              USR AIRF          AIR COMPRESSOR 250 CF74                      2.56               2.80              2.79                         B.17  HR            2
              asa CMLT          sealant hot mixer A pump                     7.00                                                              7.00  HR            1
              USR DOZA          DOZER D-4 W/BLADE                            6.60               3.04              8.60                         18.24 HR            4
              USR MDTG          MOTOR GRADER CAT 12-0                      11.14                3.65              9.50                         24.29 HR            2
              'OSR PMPC         WATER PUMP 3" HOMELITE                       0.14               O.SS              0.39                         1.39  HR            4
              USR SHDB          SANDSLASTER, 14000,HOSE,216CFM               2.46                                 4.03                         6.49  MR            1
              USR TRCB          FARM TRACTOR jD 2355                         1.94               1.89              '2.29                        6.12  HR            2
              USR TRKA          WATER TRUCK 2000 GAL                         4.83               5.25              5.94                         16.02 MR            I


              A 09013003 OS.    Channel Wall Pavement       (8*)
              USR AIRF          AIR COMPRESSOR 250 CFM                       2.58               2.00              2.79                         8.17  HR            3
              USR CMLT          s"lant hot mixer & pump                      7.00                                                              7.00  HR            I
              USR DOZA          DOZER D-4 W/SLADE                            6.60               3.04              8.60                         16.24 HR            5
              USR MOTC          MOTOR GRADER CAT 12-C                      11.14                3.65              9.50                         24.29 MR            3
              USR PMPC          WATER PUMP 30 HOMELITE                       0.14               0.86              0.39                         1.39  HR            5
              USR SNOB          SANDBLASTER, 1400*, HOSE, 216CF"             2.46                                 4.03                         6.49  MR            I
              USR TRCB          FARM TRACTOR JD 2355                         2.94               1.89              2.29                         6.12  HR            4
              USR TRKA          WATER TRUCK 2000 GAL                         4.83               5.25              5.94                         16.02 HR            1


              A 09019905 01.    Fence (chain link)
              CPJR TRCB         FARM TRACTOR JD-2355                         1.94               1.89              2.29                         6.12  HR.

              A 09019906 01.    Aesthetic Tres Plantinq
              USR TRKD          FLATSED TRUCK SX12                           3.70               5.25              5.20                         14.15 HR          35





              LABOR ID: EBROCI       EQUIP ID: EBRO01                         Currency in DOLLARS                            CREW ID: EBR001      UPS ID: EBRO01











            Tun: 27 Sep 19%-'                                         U.S:. Army Corps of Engineers                                                    TIME 10:16-.01
                                                         PROJECT EBRO01:       East Baton Rouge Psh Feaz. - NED
                                                               East Baton Rouge Parish Feasibility Study                                         BACKUP PAGE       13
                                                                        EQUIPMENT BACKUP       LEVEL 6


                                                                                                                                                             TOM

            SUC EQVIP@ ED-    DESCRIRTION@                                 DEPR     CAPT       FUEL    FOG EQ REP        TR WR TR REP         TOTAL UOM      HOURS




            A 090199ft- 02.   Aesthetic Shrub Planting
            USR TRKD          FLATBED TRUCK SX12                           3.70                5.25              5.20                         14.15 MR          59


            9 06037102 0-1.   Fencing - barbed wire
            USR TRCS          FARM TRACTOR JD 2355                         1.94                1.89              2.29                         6.12 MR           371


            a 06037302 01.    Pl"tinq Trees
            USR TRCB          FARM TRACTOR JD 2355                         1.94                1.89              2.29                         6.12 MR           239



            3 09010101 01.    Mob & Demob

            0SR AIRF          AIR COMPRESSOR 250 CFM@                      2.58                2.80              2.79                         9.17  MR          100
            USR BKHB          BACKRoE CAT 225B V.25 CY                     17.54               3.92              15.46                        36.92 MR          200

            USR BKHC          BACKHOE CAT 235 C 2.0 CY                     33.09               6.77              28.92                        68.78 MR          IGO
            USR CHIPPER       chipping machine (tree clearing)             25.00                                                              25.00 MR          200
            OSR CH14SAY       chainsaw, Howelite 311                       0.15                0.32              2.00                         2.47  MR          200
            USR CHYA,         CHERRYPICKER GROVE 18 TON                    11.42               4.31              10.57                        26.30 MR          too
            USR CML7          seattanz hot wiser & pump                    7.00                                                               7.00  MR          104)
            am CN"                 RETE." FAV.Ew 2.61 WIDE SLIPFORM        24.69               7.16              25.12                        56.97 MR          ICM
            9327. DOZA        DOXER]' W-47, W/BLADE                        6.60                3.04              8.60                         18.24 MR          I=

            am DOZO           DOZER D-6 W/BLADE                            12.10               4.48              15.43                        32.01 MR          500
      4
            SR FELA           r E LOADER CAT 953 2.0 CY crwlr              11.99               3.52              16.68                        32.19 MR          no
        RUSR ND=              MTOR GRADER CAT 12-G                         11-14               3.65              9.50                         24.29 MR          100
            USR PMPC          WATCH PUMP 3" HOMELITE                       0.14                0.86              0.39                         1.39  MR          100
            USW T3006002      trencher, chain, 61x36"                      1.55                1.39              1.83                         4.77  MR          IGO
            USR TRCS          FARM TRACTOR JD 2355                         1.94                1.89              2.29                         6.12  MR          100
            USR TRKA          WATER TRUCK 2000 CAL                         4.83                5.25              5.94                         26.02 MR          Ica
            USR TRKI          -Dump truck. 12 cy, own-op                   22.00                                                              22.00 MR          3100


            B 09011502, 011- Cliparinq: for- Channel Dredging
            USR BKHC          BACKHOE CAT 235 C 2.0 CY                     33.09               6.77              28.92                        68.78 MR          1360
            USR CHIPPER       chipping machine (tree clearing)             25.00                                                              25.00 MR          2720
            USR CHNSAW        chainsaw, Howelite 311                       0.15                0.32              1.00                         1.47  MR          2720
            USR DOZ8          DOZER D-6 W/BLADE                            12.10               4.48              15.43                        32.01 MR          2720
            USR FELA          F E LOADER CAT 953 2.0      CY crwlr         11.99               3.52              16.68                        32.19 MR          13610


            9 09011502 02.    Degrading, hauling, shaping 16mi
            USR BKHB          RACKHOE CAT 2253 1.25 CY                     17.54               3.92              25.46                        36.92 MR          1321
            USR DOZ5          DOZER D-6 */BLADE                            12.10               4.48              15.43                        32.01 MR          3698
            MR MOTG           NOTOR GRADER CAT 12-G                        11.14               3.65              9.50                         24.29 MR          1717
            USH, TRKA         WATER TRUCK 2000 GAL                         4.83                5.25              5.94                         16.02 MR          661
            UM TRKI           Dump truck, 12 cy, own-op                    22.00                                                              22.00 MR        14159


            9 09011502 03.    Clearing and Snagging
            USR BKHC          BACKHOE CAT 235 C 2.0 CY                     33.09               6.77              28.92                        68.78 MR          150
            USR CHIPPER       chipping machine (tree clearing)             25.00                                                              25.00 MR          ISO
            USR DOZB          DOZER D-6 W/BLADE                            12.10               4.48              15.43                        32.01 MR           k
             R FELA           VE LOWEX. CAT 953 2.0 CY crwlr               11.99               3.52              16.68                        32.19 MR          IGO
             R SAMB           CRAIN SAN - Momelite - 31" bar               0.15                0.32              1.00                         1.47  MR          280


            5 09013002 01.    sand (6- thick)
            USR BKHB          BACKHOE CAT 225B 1.25 CY                     17.54               3.92              15.45                        36.92 MR          400



            LABOR M: EBROM         EQUIP ID: EBROOl                          Currency in DOLLARS                            CREW ID: EBRO01       UPB ID: EBRODI












             Tue 27 Sep 1994                                       U.S. Army Corps of Engineers                                               TIME 10:16:01
                                                        PROJECT EBR001:    East Baton Rouge Psh Fees. - NED
                                                            East Baton Rouge Parish Feasibility Study                                    BACKUP PACE
                                                                    EQUIPMENT BACKUP - LEVEL 6


                                                                                                                                                    TOTAL
             SRC EQUIP ID    DESCRIPTION                                  DEPR     CAPT     FUEL     FOG EQ REP      TR WR TR REP        TOTAL UOM     HOURS




             USR DOZB        DOZER D-6 W/BLADE                        12.10              4.48            15.43                        32.01 HR        600
             USR MOTG;       MOTOR GRADER CAT 12-G                    11.14              3.65             9.50                        24.29 HR        200
             USR TRKA        WATER TRUCK 2000 GAL                      4.83              5.25             5.94                        16.02 HR        200
             USR TRKE        DUMP TRUCK 12 CY                          6.39              7.53             8.19                        22.11 HR      12400


             B 09013002 02.  Filter Drain Fabric
             USR CHYA        CHERRYPICKER GROVE 18 TON              11.42              4.31            10.57                        26.30 HR        2991


             B 09013002 03.  Fuseplug Dams
             USR BKHB        BA CKH OE CAT 225B 1.25 CY               17.54              3.92            15.46                        36.92 HR        900


             B 09013003 01.  Cutoff Mall
             USR AIRF        AIR COMPRESSOR 250 CFM                    2.58              2.80             2.79                        8.17  HR         96
             USR CNPV        CONCRETE PAVER 26" WIDE     SLIPFORM     24.69              7.16            25.12                        56.97 HR        383
             USR DOZA        DOZER D-4 W/BLADE                         6.60              3.04             8.60                        18.24 HR        806
             USR MOTG        MOTOR GRADER CAT 12-G                    11.14              3.65             9.50                        24.29 HR        192
             USR PMPC        WATER PUMP 30 HOMELITE                    0.14              0.86             0.39                        1.39  HR        383
             USR T30DW002    trencher, chain. 6"x36"                   1.55              1.39             1.83                        4.77  HR        1690
             USR TRCB        FARM TRACTOR JD 2355                      1.94              1.89             2.29                        6.12  HR        192
             USR TRKA        WATER TRUCK 2000 GAL                      4.83              5.25             5.94                        16.02 HR         9


             B 09013003 02.  Channel Wall Pavement      (4")
             B 09013003  03. Channel Mall Pavement      (6")
             B 09013003  04. Channel Mall Pavement    (8")
             B 09013003  05. drain ditch
             B 09019905  01. Fence (chain link)
             USR TRCB        FARM TRACTOR JD 2355                      1.94              1.89             2.29                        6.12 HR         3420


             B 09019906 01. Aesthetic Tree Planting
             USR TRKD        FLATBED TRUCK 8X12                        3.70              5.25             5.20                        14.15 HR         60


             B 09019906  02. Aesthetic Shrub Planting
             USR TRKD        FLATBED TRUCK 8X12                        3.70              5.25             5.20                        14.15 HR        100


             B 14002202  02. Bridge - 10' x 50'
             USR CHYC        CHERRYPICKER GROVE    45 TON             24.07              6.02            21.97                        52.86 HR         10


             B 14002202  03. Bridge - 10' x 150'
             USR CHYC        CHERRYPICKER GROVE 45 TON              24.07              6.82            21.97                        52.86 HR         10


             B 14002202  04. Signs,& Markers
             B 14002202  05. Tree*
             USR TRKD        FLATBED TRUCK 8X12                        3.70              5.2q5             5.20                        14.15 HR        148


             B 14002202  06. Fence (6' wooden)
             USR TRCB       FARM TRACTOR JD 2355                      1.94              1.89             2.29                        6.12 HR         700
             C 06037102  01. Fencing - barbed wire                                                                                                       
             USR TRCB        FARM TRACTOR JD 2355                      1.94              1.89             2.29                        6.12 HR         419


             C 06037302 01.  Planting Tree*



             LABOR ID: EBRO01     EQUIP ID: EBROOl                      Currency in DOLLARS                         CREW ID: EBROO1      UPB ID: EBRO01
 










           Tue 27 Sep 1994                                                 U.S. Amy Corps of Engineers                                                           TIM IftIftalm
                                                            PROJECT EBRO01:         East Baton Rouge Psh Feas. - NED
                                                                   Cast Baton Rouge Parish Feasibility Study                                              BACKUP PACE        35
                                                                            EQUIPWM'BACKUP           LEVEL 6


                                                                                                                                                                             ve

           sac, EQUIP; ID,      DESCRIPTION,                                   DEPR      CAPT       FUEL      FOG EQ REP        TR WR TR REP           TOTAL UOM      Runs




           USR TRC9             rAF44 TRACTOR JD 2355                          1.94                 1.69                2.29                           6.12  MR          Im


            C 09010101 01.      Mob & Damob
           USA  AIRF            AIR COMPRESSOR 250 CFK                         2.59                 2.60                2.79                           8.17  MR           sm
           USR  BKHC            BACKHOE CAT 235 C 2.0 CY                      33.09                 6.77              28.92                            68.76 MR           5M
           USR  SKMI            BACKHOE, HITACHI UH083 1.13 CY                12.03                 3.11              10.65                            25.19 MR           so
           USR  CHIPPER         chipping machine (tree clearing)              25.00                                                                    25.00 MR           sm
           USR  CHNSAW          chainsaw, Homelite 31"                         0.15                 0.32                1.00                           1.47  MR          28M
           USA  CHYA            CHERRYPICKER GROVE 18 TON                     22.42                 4.31              10.57                            26.30 MR           w
           USR  CKLT            sealmt hot. mi"r & pump                        7.00                                                                    7.00  MR           so
           USR  CNPV            CONCRETV PAVER, 26" WIDE SLIPFORK             24.69                 7.16              25.12                            S6.91 MR           sw
           USR  DOZA            DOZER D-4 W/BLADE                              6.60                 3.04                6.60                           18.24 MR           ND
           USR DOZB             DOZER D-6 W/BLADE                             12.10                 4.48              15.43                            32.01 MR          "M
           USR  FELA            F E LOADER CAT 953 2.0 CY crwlr               11.99                 3.52              16.68                            32.19 MR           50

           USR M0TG             PIOTOR, GRADER. CAT 12-G                      11.14                 3.65                9.50                           24.29 MR           sm
           USR  PMPC            WATEX PUMP, 3@` M01,1ELITE                     0.14                 0.86                0.39                           1.39  MR           so
           USR  T30DWO02        trencher, ch-ain,,, ex36"                      1.55                 1.39                1.83                           4.77  MR           so
           USR  TRCS            FNW TRACT= JO) 2355,                           1.94                 1.89                2.29                           6.12  MR           50)
           USR  TRKA            WATER TRUCK 20WGAL                             4.83                 5.25                5.94                           16.02 MR           so
        0   SR  TRKH            trailer truck, 20 cy,       owner-op          28.00                                                                    28.00 MR          1450
            C 09011502 01.      Clearing for Channel Dredging
           USR SKHC             BACKHOE CAT 235,C 2.0 CY                      33.09                 6.77              28.92                            68.78 RR          2"M
           USR CHIPPER          chipping machine (tree clearing)              25.00                                                                    25.00 MR          44010
           USA CHNSAW           chainsaw, Hamelits 31"                         0.15                 0.32                1.00                           1.47  MR          4400
           USR DOZO             DOZER 0-6 */BLADE                             12.10                 4.48              15.43                            32.01 MR          44W
           USR FELA             T E LOADER CAT 953 2.0        CY erwlr        21.99                 3.52              16.68                            32.19 MR          220M


            C 09011502 02.      Excavation
           USR BKHC             RACKHOE CAT 235 C 2.0         CY              33.09                 6.77              28.92                            68.78 MR          2272
           USR DOZB             DOZER D-6 W/BLADE                             12.10                 4.48              15.43                            32.02 MR          32511
           USR MOTG             NOTOR GRADER CAT 12-G                         11.14                 3.65                9.50                           24.29 MR          loss
           USR TRKA             EATER TRUCK 2000 CAL                           4.83                 5.25                5.94                           16.02 MR          Ion
           USR TRKH             trailer truck, 20 cy,       owner-op          28.00                                                                    28.00 MR        45612,


            C 09013002 01.      Geotextile Hat Turf Reinforcemnt
           USR CHYA             CHERRYPICKER GROVE 18 TON                     11.42                 4.31              10.57                            26.30 MR          "20


            C 09013002 02.      R-90 Stone
           USR BKHI             BACKHOE, HITACHI UH083 1.13 CY                12.03                 3.11              10.65                            25.79 MR          2157
           USR BOX1             rock box/hopper - 25T capacity                 4.00                                                                    4.00  MR          579
           USR CRNA             CRANE AMER 5299-A 60T 751 boom                26.59                 2.26              17.16                            36.01 MR          S"
           USA TRKH             trailer truck, 20 cy, owner-op                28.00                                                                    28.00 MR          7523


            C 09013002 03.      Hydromulch
           USR SPRAYER          sprayer, hydromulch                           10.00                                                                    10.00 MR          716


               09013002    04.  Excavation for stone
           USR BKHC             BACKHOF, CAT, 235 C 2.0 CT                    33.09                 6.77              28.92                            68.78 MR          362
           USR DOZB             DOZER D-6 WISLADE                             12.10                 4.48              15.43                            32.01 MR          543

           USR MOTG             MOTOR G?MER CAT 12-G                          11.14                 3.65                9.50                           24.29 MR          lei




           LABOR ID: EBR002          EQUIP ID: EBRO01                            Currency in DOLLARS                               CREW ID: EBRO01        UPB rD- EBROM












            T4* 27 Sep 1994                                        U.S. Army corps of Engineers                                              TI@Z 1D.16:01
                                                       PROJECT EBRO01:     Cast Baton Rouge Psh reas. - NED
                                                             East Baton Rouge Parish Feasibility Study                                  BACKUP PACE
                                                                     EQUIPMENT BACKUP     LEVEL 6


                                                                                                                                                   TOTAL
            SRC EQUIP ID      DESCRIPTION                               DEPR    CAPT     FUEL     FOG EQ REP      TH. MR TR REP      TOTAL UOM     HOURS




            OSR TRKA          WATER TRUCK 2000 GAL                      4.63             5.25             5.94                       16.02 MR         101
            OSR TRKH          trailer truck, 20 cy, owner-op          28.00                                                          28.00 MR       7602


             C 09013002 05.   Fus*plug Dams
            USR BKHB          BACKHOE CAT 225B 1.25 CY                17.54              3.92            15.46                       36.92 MR         650


             C 09019906 01.   Aesthetic Tree Planting
            USR TRKD          FLATBED TRUCK SX12                        3.70             5.25             5.20                       14.15 MR         ISO


             D 06037102 01.   Fencing - barbed wir*
            USR TRCB          FARM TRACTOR JD 2355                      1.94             1.89             2.29                       6.12 MR          365


             D 06037302 01.   Planting Trees
            USR TRCB          FARN TRACTOR JD 2355                      1.94             1.69             2.29                       6.12  MR         134


             D 09010101 01.   Mob & Demob
            OSR. BKHC         BACKHOE CAT 235 C 2.0 CY                33.09              6.77            28.92                       68.78 MR         220
            USR  SKHI         BACKHOE, HITACHI UH083 1.13 CY          12.03              3.11            20.65                       25.79 MR         60
            USR  CHIPPER      chipping machine (tree clearing)        25.00                                                          25.00 MR         60
            USR  CHNSAW       chainsaw, Homelite 311                    0.15             0.32             1.00                       1.47  MR
            USR  CHYA         CHERRYPICKER GROVE IS TON               11.42              4.31            10.57                       26.30 MR         60
            VSR  DOZB         DOZER V-6 W/BLADE                       12.10              4.48            15.43                       32.01 MR         ISO
            USR FELA          F E LOADER CAT 953 2.0 CY     crwlr     11.99              3.52            16.69                       32.19 MR         60
            USR NOTG          MOTOR GRADER CAT 12-0                   11.14              3.65             9.50                       24.29 MR         60
            USR  TRKA         WATER TRUCK 2000 GAL                      4.83             5.25             5.94                       16.02 MR         60
            USR  TRKH         trailer truck, 20 cy, owner-op          26.00                                                          28.00 MR         940


             D 09011502 01.   Clearing for Channel Dredging
            USR BKHC          BACKHOE CAT 235 C 2.0 CY                33.09              6.77            28.92                       68.76 MR       1640
            USR CHIPPER       chipping machine (tree clearing)        25.00                                                          25.00 MR       3280
            USR CHNSAN        chainsaw, Homelite 31"                    0.15             0.32             1.00                       1.47  MR       3280
            VSR DOZB          DOZER D-6 W/BLADE                       12.10              4.48            15.43                       32.01 MR       3280
            USR rELA          F E LOADER CAT 953 2.0    CY crwlr      11.99              3.52            16.68                       32.19 MR       1640


             D 09021502 02.   Excavation
            USR BKHC          BACKHOE CAT 235 C 2.0      CY           33.09              6.77            26!292                      68.78 MR       2991
            USR DOZB          DOZER D-6 W/BLADE                       12.10              4.48            15.43                       32.01 MR       2967
            USR NOTG          MOTOR GRADER CAT 12-G                   11.14              3.65             9.50                       24.29 MR         996
            USR TRKA.         WATER TRUCK 2000 GAL                      4.83             5.25             5.94                       16.02 MR         996
            USR TRKH          trailer truck, 20 cy,    owner-op       28.00                                                          28.00 MR      27874


             D 09013002 01.   Gootextile Hat Turf Rainforcemnt
            USR CHYA          CREARYPICKER GROVE 16 TON               11.42              4.31            10.57                       26.30 MR       1174


             D 09013002 02.   R-90 Stone
            USR BKHI          SACKHOE, HITACHI UH083 1.13 CY          12.03              3.11            10.65                       25.79 HR       1225
            USR BOX1          rock box/hopper - 25T capacity            4.00                                                         4.00  HR         6
            USR CRNA          CRANE AMER 5299-A 60T 751 boom          16.59              2.26            17.16                      *36.01 MR         60
            USR TRKM          trailer truck, 20 cy, owner-op          28.00                                                          28.00 MR       9799


             D 09013002 03.   Hydromulch



            LABOR ID: EBRO01      EQUIP ID: EBRO01                       Currency in DOLLARS                        CREW ID: EBROO1     UPS ID: ERRO01











          Too 27 sop 1994                                          U.S. Amy Corps of Engineers                                                  T33-M 10: 16:02
                                                      PROJECT EBRO01:      Cast Baton Rouge Psh Feas. - NED
                                                            East, Saton,ROuge Parish Feasibility Study                                     BACKUP PACE      2'?
                                                                    EQUIPMENT BACKUP      LEVEL 6



                                                                                                                                                      TOTAL

          SW EMIP IV        DEM-1,PTIM,                                9EPR     CAPT'     FUEL     FOG EQ REP      TR WR TR REP        TOTAL UOK      HOURS




          USR SPRAYER.      sprayer, hydramulch                        10.00                                                           10.00 MR         1226


          D 09013002    04. Excavation for stone
          USR BKHC          BACXHOE CA? 235 C 2.0 CY                   33.09              6.77            28.92                        68.78 MR         544
          USA DOZB          DOZER D-6 W/BLADE                          12.10              4.46            15.43                        32.01  MR        sit
          VSR "M            MOTOR GRADER CAT 12--G                     21.14              3.65              9.50                       24.29  MR        272
          USR TRKA          WATER TRUCK 2000 GAL                       4.83               5.25              5.94                       16.02  MR        272
          USR TRKH          trailer truck, 20 cy,     owner-op         28.00                                                           20.00  MR        7616


          D 09013002 05.    rusepluq Dams
          USR BKHR          BACKHOE CAT 225B 1.25 CY                   17.54              3.92            15.46                        36.92  MR        85D


          D 09019906 01.    Aesthetic Tree Planting
          USR TRKD          FLATBED TRUCK OX12                         3.70               5.25              5.20                       14.15  MR        29D


          E 06037102 01-    Fencing, - barbed wize
          USR TRCS          FAW TRACTOR JD 2356                        1-94               1.89              2.29                        6.12  MR        Ice


          Z 06037302 02.    Vlantlnq Trees
      If   R TRCB           rAFN TRACTOR JD 2355                       1.94               1.89              2.29                        6.12  MR          40
          2 09010101,01.    Mob & Demob

          USS AIRF          AIR, COORESSOR 250 CFN                     2.58               2.80              2.79                        8.17  MR          30
          USR B M           BACKHOE CAT 225B 2.25 CY                   17.54              3.92            15.46                        36.92  MR          60

          USR SXHC          BACKHOE CAT 23S C 2.0,CY                   33.09              6.77            28.92                        66.78  MR          30
          USR CHIPPER       chipping machine (tree clearing)           25.00                                                           25.00  MR          30
          USR CHNSAW        chainsaw, Homelit* 31,                     0.15               0.32              2.00                        1.47  MR          60
          USR CHYA,         CHERRYPICKER GROVE ISTON                   11.42              4.31            10.57                        26.30  MR          30
          UM CHLT           sealant hot mixer & pump,                  7.00                                                             7.00  MR          30
          USR CNPV          CONCRETE PAVER 261 WIDE SLIPFORK           24.69              7.16            25.12                        56.97  MR          30
          USR DOZA          DOZER D-4 V/SLADE                          6.60               3.04              8.60                       18.24  MR          30
          USR DDZB          DOZER D-6 V/BLADE                          12.10              4.48            25.43                        32.01  MR        150
          USR FELA          F E LOADER CAT 953 2.0 CY crwlr            11.99              3.52            16.68                        32.19  MR          30
          USA N=            MOTOR GRADER CAT 12-G                      11.14              3.65              9.50                       24.29  MR          30
          USR  PMPC         WATER PUMP 3" HOMELITE                     0.14               0.86              0.39                        1.39  MR          30
          USR T30DWO02      trencher, chain, 6'z361                    1.55               1.39              1.83                        4.77  MR          30
          USR TRCB          FARM TRACTOR JD 2355                       1.94               1.89              2.29                        6.12  MR          30
          USR TRKA          WATER TRUCK 2000 GAL                       4.83               5.25              5.94                       16.02  MR          30
          USR TRKI          Dump truck, 12 cy, own-op                  22.00                                                           22.00-HR         750


          2 OSCII502 01.    Clearing for ChanneL DredginqL
          USR BXHC          BACKHOE'CAT 235 C 2.0 CY                   33.09              6.77            28.92                        68.78 MR         200
          USR CHIPPER       chipping machine (tree clearing)           25.00                                                           25.00  MR        400
          USR CHNSAW        chainsaw, Homelite 31"                     0.15               0.32              1.00                        1.47  MR        400
          US& DOZB          DOZER 0-6 V/BLADE.                         12.10              4.48            15.43                        32.01  MR        400
          USR FELA          T'X LOADER CAT 9512.0      CY crwlr        11.99              3.52            16.68                        32.19  MR        2 00
       (a 09011502 02.      Excavation
          USR BXHB,         BACKHOE CAT 2259 1.25 CY                   27.54              1.92            15.46                        36.92  BR        681
          USR Doza          DOZER D-6 W/9LAD9                          12.10              4.48            15.43                        32.01  MR        Sol
          USR MOTC          MOTOR GRADER CAT 12-G                      11.14              3.65              9.50                       24.29  MR        341



          LABOR ID: EBRO01       EQUIP ID: EBRO01                        Currency in DOLLARS                          CREW ID: EBROOl      UPS ID: EBRO102











           Tue 21 Ssp@1994                                      U.S. Army Corps of Engineers                                           TnIE 10:16:01
                                                     PROJECT EBRO01-.   East Baton Rouge Psh Feas. - NED
                                                          Fast Baton Rouge Parish Feasibility Study                                BACKUP PACE
                                                                  EQUIPMENT BACKUP - LEVEL 6


                                                                                                                                             TOTAL
           SRC EQUIP ID     DESCRIPTION                             DEPR    CAPT     FUEL     FOG EQ REP     TR WR TR REP       TOTAL Dom    HOURS




           USR TRKA         WATER TRUCK   2000 CAL                  4.83             5.25             5.94                      16.02 MR       341
           U" TRKI          Dump truck,   12 cy, own-op            22.00                                                        22.00 MR     12939


            E 09011S02 03.  Clearing and Snagging
           USR BKHC         BACKHOE CAT 235 C 2.0 CY               33.09             6.77            28.92                      60.78 MR       650
           USR CHIPPFR@     chippinq machine (tree clearing)       25.00                                                        25.00 MR       760
           USR DOZB         DOZER D-6 W/BLADE                      12.10             4.46            15.43                      32.01 HR       130
           USR FELA         F E LOADER CAT 953 2.0 CY crwlr        11.99             3.52            16.68                      32.19 MR       780
           USR SAYS         CHAIN SAW - Homelite - 31" bar          0.15             0.32             1.00                      1.47 MR        760


            2 09013002 01.  sand 191 thick)
           USR RXES         BACKHOE CAT 2259 1.25 CY               17.54             3.92            15.46                      36.92 MR        63
           USK DOZO         DOZER D-6 W/BLADE                      12.10             4.48            25.43                      32.01 MR        95
           USR MOTG         MOTOR GRADER CAT 12-G                  11.14             3.65             9.50                      24.29 MR        32
           USR TRKA         WATER TRUCK 2000 GAL                    4.83             5.25             5.94                      26.02 MR        32
           USR TRKE         DUMP TRUCK 12 CY                        6.39             7.53             8.19                      22.11 MR       1575


            9 02013002 02.  Filter Drain Fabric

           USR CHYA         CHERRYFICKER GROVE 18 TON              11.42             4.31            10.57                      26.30 MR       424
            E 09013002  03. Fuseplug Dams                                                                                                         0
           USR SKHS         BACKHOE CAT 225B 1.25 CY               17.54             3.92            15.46                      36.92 MR       24D


            E 09013003  02. Cutoff wall
            E 09013003  02. Channel Wall Pavement (4-)
            E 09013003  03. Channel wall Pavement (6-)
            Z 09013003  04. Channel Wall Pavement (8*)
            Z 09013003  05. drain ditch

            E 09019902  01. excavation
           USR BKHB         BACKHOE CAT 2258 1.25 CY               17.54             3.92            15.46                      36.92 MR        30
           USR DOZB         DOZER D-6 W/BLADE                      12.10             4.48            15.43                      32.01 MR        38
           USR KDTG         MOTOR GRADER CAT 12-G                  11.14             3.65             9.50                      24.29 MR        19
           USR TRKA         WATER TRUCK 2000 GAL                    4.83             5.25             5.94                      16.02 MR        19
           USR TRKI         Dump truck, 12 cy, own-op              22.00                                                        22.00 MR       608


            E 09019902 02.  Filter Fabric
           USR CHYA         CHERRYPICKER GROVE 18 TON              12.42             4.31            10.57                      26.30 MR       139


            C 09019902 03.  Crushed stone
           0SR BKHI         BACKHOE, HITACHI UH083 1.13 CY         12.03             3.11            10.65                      25.79 MR        53
           USK DOZB         DOZER D-6 V/SLADE                      12.10             4.48            15.43                      32.01 MR        53
           USR TRKI         Dump truck, 12 cy, own-op              22.00                                                        22.00 MR       795


            E 09019902 04.  Obstruction Removal
           USR BKHB         ShCKHOE CAT 225B 1.25 CY               17.54             3.92            15.46                      36.92 MR       126
           USR DOZB         DOZER D-6 W/BLADE                      12.20             4.48            15.43                      32.01 MR        95
           USR MOTG         MOTOR G7LWER CAT - 12-G                11.14             3.65             9.50                      24.29 MR
           USR TRKA         WATER TRUCK 2000 GAL                    4.83             5.25             5.94                      16.02 MR
           USR TRKI         Dump truck, 12 cy, own-op              22.00                                                        22.00 MR       441


            E 09019905 01.  Fence (chain link)




           LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency In DOLLARS                      CREW IV: EBRO01     UPS ID: EBRO01











         Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:lSzDl
                                                  PROJECT EBRO01:    East Baton Rouge Psh reas. - NED
                                                        Cast Baton Rouge Parish Feasibility Study                              BACKUP PAGE     '19
                                                            to EQUIPMENT BACKUP    LEVEL 6




         Sw EQUIP ID      DESICRMION                              DEPR    CAPT    FUEL     FOG EQ REP     TR WR TR REP     TOTAL UOM     Boa




         USR TRC9         FARM TRACTOR JD 2355                    1.94            1.69             2.29                     6.12 HR         224


          E 09019906 01.  Aesthetic Tree Planting
         USR TRKD         FLATBED TRUCK OX12                      3.70            5.25              5.20                   14.15 HR          22


          9 09019906 02.  Aesthetic Shrub Planting
         USR TRKD         FLATHED TRUCK OX12                      3.70            5.25              5.20                   14.15 HR          37







































































         LABOR ID: EBRO01      EQUIP ID: EBRO01                    Currency in DOLLARS                      CREW ID: EBRO01     UPB ID: EBROO1










           Tue 27 Sep 1994                                          U.S. Army corps of Engineers                                               TIME 10:16:01
                                                        PROJECT EBRO01:     Cast Baton Rouge Psh Feas. - NED
                                                             East Baton Rouge Parish Feasibility Study                                    SETTINGS PAGE      I
                                                                       A 69011502 03. Excavation

                                                                              LINK LISTING Ot

           ----- - - ------                                                                    - --- - - -
            A 09011502 03. Excavation                       REFERENCE           REF VALUE              OPERATOR       LOCAL INPUT           QUANTITY UOM




             A 09011502 03 Excavation
                                                                                                                                         283000.0000 CY


           DUMPT16 dump time(in hours)


                      dump tim*(Ln minutes)                 N                       2.0000         Divide by                                           MIN
                      minutes per hour                      N                      60.0000                                                             MIN

                       --- - - --- - ------ - -                                        - - ----- -
           DUMPT16    dump time(in hours)                                                                                                      0.0333  HR




           HAULD 6    haul distance (round trip)


                      haul  distance ( 1 way                N                       5.0000         multiply by                                         MI
                      make  round trip                      N                       2.0000                                                             ml


           HAULD 6    haul  distance (round trip)                                                                                             10.0000 MI




           LOADT16    load  time (in hours)


                      load  time (in minutes)               N                       4.0000         Divide by                                           MIN
                      minutes per hour                      N                      60.0000                                                             MIN


           LOADT16    load time (in hours)                                                                                                      0.0667 HR




           KTRUCK6    number of trucks needed


                      production rate                       W  PROORT6            245.0000         Divide by                                           CY/
                      work time per hour                    W  WXTIME6              0.8300         Divide by                                           HR
                      truck cycle time                      W  TR.KCYC6             0.4333         Multiply by                                         HR
                      truck payload                         W  TRKPAY6             16.0000)        Multiply by                                         CY
                                                            N                       1.0000)     U  Round Up                                            T RU
                      round UP to whole number              N                       1.0000         Add to                                              TRU
                      add I extra truck                     N                       1.0000                                                             TRU


           NTRUCK6 number of trucks       needed                                                                                               9.0000 TRU




           PRODRT6 production rate


                      production rate (CY/HR)               N                     245.0000                                                             CY/


           PRODRT6    production   rate                                                                                                      245.0000 CY/




           TIME1 6    total work   hours


                      excavation   quantity                 N                  283000.0000         Divide by                                           CY
                      production   rate                     W PROORT6            245.0000)      R Round                                                CY/



           LABOR ID: EBR001        EQUIP ID: EBRO01                       Currency in DOLLARS                         CREW ID: EBROO1      UPS ID: EBROOI










                Tue 27 sap 1994                                          U.S. Army Corps of Engineers                                                 TIME 10:16:01
                                                            PROXECT EBROOI:       East Baton Rouge Psh Fees- - NEI)
                                                                   East Baton Rouge Parish Feasibility Study                                     SETTrNGS PAG*      2
                                                                            A 09011502 03. Excavation
                                                                                ** LINK LISTING '*

                -- - ------ - ------ - - - - ---------- ------------- --- - - - ---------------
                A 09011502 03. Excavation                          REFERENCE         REF VALUE               OPERATOR        LOCAL INPUT           QUANTITY UOM

                           - - - - -- - --------                                                                                                 -- - ----- -



                           (round UP to whole number)              N                      1.0000                                                              FAC

                           - - -- - - --   - --------- ---- --                                                                                    - - - - - -

                TIME1 6    total work hours                                                                                                       1155.0000 HRS




                TLOADF6    truck load factor


                           load factor                             N                      0.8000                                                              FAC

                            -- - - - -- - - ----------

                TLOADF6    truck load factor                                                                                                         0.8000 FAC




                TRKCAP6    truck capacity


                           truck capacity                          N                      20.0000                                                             CY

                           -- - - - -- -----------  - ---- - -- -------   - ----------- - -- - - - -----------

                TRKCAP 6   truck capacity                                                                                                            20.0OC0 cy




                TRKCYC6    truck cycle time
                           truck load time                         W LOADT16              0.0667       + Add to                                               No
                           haul distance                           W HAULD 6              10.0000      / Divide  by                                           M.1
                           travel speed                            W TRKSP06              30.0000)     + Add to                                               MPH
                           dump time                               W DUMPTI6              0.0333                                                              HR

                           --- - - --------------- - - -

                TRKCYC6    truck cycle time                                                                                                            0.4333 RR




                TRKHRS6    total truck hours


                           work time                               W TIMEI 6           1155.0000         Multiply by                                          HRS
                           number of trucks needed                 W NTRUCK6              9.0000                                                              THU


                TRKXRS6    total truck hours                                                                                                      10395.0000 HA




                TRKPAY6    truck  payload - CY per cycle


                           truck  capacity                         W TRKCAP6              20.0000        Multiply by                                          CY
                           truck  load factor (80%)                W TLOADF6              0.8000)      R Round                                                FAC
                           round  number                           N                      1.0000                                                              CY


                TRKPAY6    truck  payload - CY per cycle                                                                                             16.0000  CY



                TRKSP06    truck  speed


                           truck  speed                            N                      30.0000                                                             MPH

                           - - - - ----------------------- - - - ---

                TRKSPD6 truck speed                                                                                                                  30.0000  MPH



                LABOR ID: EBROOI        EQUIP LD: EBROO1                        Currency In DOLLARS                          CREW ID: EBRO01       UP9 ro: ESRO01











                Tue 27 Sep 1994                                                    U.S. Army Corps of enqing*rs                                                             TIME 10z!6:01
                                                                    PROJECT ERRO01:          East Baton Rouqe Psh Fees. - NED
                                                                           East Baton Rouqe Parish F"sLbility Study                                                   SETTINGS PAGE          3
                                                                                      A 09011502 03. Excavation

                                                                                              LINK LISTING

                                              - - - - - ----------- ----
                 A 09011502 03. Excavation                                REFERENCE              REF VALUE                   OPERATOR          LOCAL INPUT               QUANTITY UOM
                         - - - - ---- - - - ----- - --------- -



                WKTII,M6 work time per hour


                            time efficiency per hour                      N                          0.8300                                                                          FAC


                WKTIME6     work time per hour                                                                                                                              0.8300   MR




                 Eal        BACKHOE CAT 235 C 2.0 CY                      W TIME1 6              1155.0000     MRS    *Multiply     by                1.0000             1155.0000   MR
                 E02        DOZER D-6 V/8LADE                             W TIME1 6              1155.0000     MRS    -Multiply     by                1.0000             1155.0C00   MR
                 EQ3        trailer truck, 20         cy, owner-op        W TRKHRS6              10395.0000    MR     *Multiply     by                1.0000           10395.0000    MR
                 EQ4        WATER TRUCK 2000 GAL                          W TIME1 6              1155.0000     H RS   -Multiply     by                0.5000             577.5000    MR
                 E05        MOTOR GRADER CAT 12-G                         W TrMEI 6              1155.0000     MRS    *Multiply     by                0.5000             577.5000    HR
                 LB1        OILER                                         A   EQ1                1155.0000     MR     *Multiply     by                1.0000             1155.0000   MR
                 L32        TRUCK   DRIVER                                A   -@Z3               10395.0000    MR     *Multiply     by                1.0000           10395.0000    MR
                 LB3        PEO-backhoe                                   A   EQ1                1155.0000     MR     *Multiply     by                1.0000             1155.0000   MR
                 LB4        PEO-dozer                                     A E02                  1155.0000     MR     *Multiply     by                1.0000             11.55.0000  MR
                 LB6        PEO-motor qrader                              A   EQ5                   577.5000   MR     *Multiply     by                1.0000             577.5000    MR
                 L27        TRUCK DRIVER - water truck                    A   E04                   577.5000   MR     *Multiply     by                1.0000             577.5COO    MR
                 L38        LABORER                                       W TIME1 6              1155.0000     MRS    *Multiply     by                2.0000             2310.0000   MR
                LB10        foreman 3 S26.50/hr                           W TIME1 6              1155.0000     H RS   *Multiply     by                1.0000             1155.0000   H R


                 A 09013002 02 sand 18* thick)

                                                                                                                                                                         160.OOCO    cy


                DUMPT16     dump time(in hours)


                            dump tijne(in minutes)                        N                          2.0000            Divide by                                                     MIN
                            minutes per hour                              N                          60.0000                                                                         M:N

                            ----------------      - ---- - ------------------- - ---          - --- --------------- -

                01-7-T716   dump time(In hours)                                                                                                                              0.0333  H R




                HAULD 6     haul d1stance Iround crip)


                            haul distance ( 1 way                         N                          5.0000            Multiply by                                                   MI
                            make round trip                               N                          2.0000                                                                          MI


                HAULD 6     haul distance (round trip)                                                                                                                    10.OCOO KI




                LOADTI6     load time (in hours)


                            load time     (in minutes)                                               4.0000            Divide by                                                     MIN
                            minutes per hour                              N                          60.0000                                                                         MIN

                                              - - - --------------- - ---
                LOADT16 load time (in hours)                                                                                                                                 0.0667'HR




                NTRUtK6 number of trucks needed


                            production rate                               W PRODRT6                 120.0000           Divide by                                                     CY/



                LABOR 10: EBROO1           EQUIP ID: EBROOl                               Currency In DOLLARS                                  Cum ID: EBRO01            UPS ID: EBRO01











              Tue 21 sop 1994                                          U.S. Army Corps of Enqineers                                                TIME 10:16zoi
                                                          PROJECT EBROOI:      East Baton Rouqe Pah Foss. - NED
                                                                East Baton RoUqe Pariah Feasibility Study                                    SETTINGS PAC
                                                                       A 09013002 02. sand W thick)
                                                                                LINK LISTING


               A 09013002 02. sand (0" thick)                  REFERENCE           REF VALUE              OPERATOR        LOCAL INPUT          QUANTITY UOM

                                                    - ---------


                         work time per hour                    W  WKTIME6              0.9300         Divide by                                              HR
                         truck cycle time                      W  TRKCYC6              0.4333         Multiply by                                            HR
                         truck payload                         W  TRXPAYG              8.0000)        t4ultiply by                                           CY
                                                               N                       1.0000)     U  Round Up                                               TRU
                         round UP to whole number              N                       1.0000      +  Add to                                                 TRU
                         add 1 extra truck                     N                       1.0000                                                                TRU


              NTRUCK6    number of trucks needed                                                                                                   9.0000    TRU




              PROORT6    production rats,


                         production rate (CY/HR)               N                     120.0000                                                                CY/


              PROORT6    production rate                                                                                                         120.0000    cy/




              TZME1 6    total work hours


                         excavation quantity                   N                     160.0000      / Divide by                                               CY
                         production rate                       W  PRODRT6            120.0000)     R Round                                                   C
                         (round UP to whole number)                                                                                                          0
                                                               N                       1.0000                                                                FAC


              TLI@Ml 6   total work hours                                                                                                          1.0000    HRS




              TLOADF6    truck load factor



                         load factor                           N                       0.6667                                                                rAC

                         ------------------------------ ----------------------------------- - ------ - ----- - -------------             - -----

              TLCADF6    truck load factor                                                                                                         0.6667 FAC




              TRKCAP6    truck capacity


                         truck capacity                        N                      12.0000                                                                CY

                                                                                                                                           -------- ---

              TRKCAP6    truck capacity                                                                                                          12.0000 cy




              TRKCYC6    truck cycle time


                         truck load time                       W LOADT16               0.0667      + Add to                                                  HR
                         haul distance                         W HAULD 6              10.0000         Divide   by                                            MI
                         travel speed                          W TRKSPD6              30.0000)     + Add to                                                  MPH
                         dump time                             W DUMPT16               0.0333                                                                H'R


              TRKCYCG truck Cycle time                                                                                                             0.4333




              TRKHRS6 total truck hours


              LABOR ID: EBRO01       EQUIP ID: E9;001                        Currency In DOLLARS                          CREW ID: EBROOl      UPS ID: EBRO01











           Tu* 27 sop 1994                                             U.S. Army corps of Engineers                                                   TIME 10:16:01
                                                         PRO,TECT EBROOI:      Cast Baton Rouge Psh Fads. - NED
                                                                East Baton Rouge Parish Feasibility Study                                       SE--INGS PACE       5
                                                                       A 09013002 02. sand (8" thick)
                                                                             ** LINK LISTING **

                         - ----------- - - - -      - ------------- ---------       - ----------                   - --------------
            A 09013002 02. sand (0- thick)                     REFERENCE           REF VALUE                OPERATOR       LOCAL INPUT            QUANTITY UCM

           ------------- -             - ------ - --------- - ---- - - - - --- -                                   - ---- -----



                      work time                                W TIME1 6               1.0000          Multiply by                                            MRS
                      number of trucks needed                  W NTRUCK6               9.0000                                                                 TRU

                      ------ - - - -- - ------- ---- - ------ ------- - - -         - -------

           TRKHRS6    total truck hours                                                                                                               9.0000 MR




           TRKPAY6    truck payload - Cy per cycle


                      truck capacity                           W TRKCAP6               12.0000         Multiply by                                            CY
                      truck load factor 180%)                  W TLOADF6               0.6667)        R Round                                                 FAC
                      round number                             N                       1.0000                                                                 CY

                      -- - - ---------- - ---------------- -                                                                               - -- - --------

           TRKPAY6    truck payload -. CY per cycle                                                                                                   8.0000 cy



           TRKSP06    truck speed


                      truck speed                              N                       30.0000                                                                MPH

                       - - ---- ---------- - ------------         - ----------------- ------

            q-XSPD6   truck speed                                                                                                                   30.0000 MPH




           WKTIME6    work time per hour


                      time efficiency per hour                 N                       0.8300                                                                 FAC

                      ----------- - ------------------- - - ----------- -         - -------------     - ---- -                         - ----- - -----

           WKT:ME6    work time per hour                                                                                                              0.8300  MR




            EQ1       SACKHOE CAT 2258 1.25 CY                 W TIME1 6               1.0000   H RS   Multiply    by             1.0000              1.0000  MR
            E02       002ER D-6 W/BLAZE                        W TIME1 6               1.0000   H ELS  Multiply    by             1.5000              1.5000  MR
            E03       DUMP TRUCK 12 cy                         W TR.KHRS6              9.0000   MR     Multiply    by             1.0000              9.0000  MR
            E04       WATER TRUCK 2000 GAL                     W TIME1 6               1.0000   MRS    Multiply    by             0.5000              0.5000  MR
            EQ5       MOTOR GRADER CAT 12-G                    K TrMl 6                1.0000   MRS    Multiply    by             0.5000              0.5000  MR
            LBI       OILER                                    A  E91                  1.0000   MR     Multiply    by             1.0000              1.0000  MR
            LB2       TRUCK   DRIVER                           A  E03                  9.0000   MR     Multiply    by             1.0000              9.0000  MR
            L83       ?ED-backhoe                              A  E01                  1.0000   MR     Multiply    by             1.0000              1.0000  MR
            LB4       PEO-dozer                                A  E02                  1.5000   MR     Multiply    by             1.0000              1.5000  MR
            L36       PEO-motor grader                         A  EQ5                  0.5000   MR     Multiply    by             1.0000              0.5000  MR
            L37       TRUCK DRIVER - water truck               A  EQ4                  0.5000   MR     Multiply    by             1.0000              0.5000  MR
            LBS       LABORER                                  V TIME1 6               1.0000   MRS   *Multiply    by             1.0000              1.0000  MR
            L39       flagman                                  V TDM1 6                1.0000   MRS   *Multiply    by             1.0000              1.0000  MR
           LB10       foremah   3 $26.50/hr                    W Tn1El 6               1.0000   MRS   *Multiply    by             1.0000              1.0000  MR


            A 09013002 03 riprap 16* - dry placement
                                                                                                                                                   890.0000 TON



           jUMPTI6 dump tim*(in hours)


                      dump t1me(in minutes)                    N                       2.0000          Divide by                                              MIN
                      minutes par hour                                                 60.0000                                                                MIN



           LABOR ID: EBROO1          EQUIP ID: EBROOI                        Currency in DOLLARS                            CREv ID: EBRO01       UPB 10: EBRO01










              Tue 21 sop 1994                                     U.S. Army Corps of Engineers                                           TIME 10:16:01
                                                      PROJECT EBRO01:     East Baton Rouqe Psh Feas. - NED
                                                            East Baton Rouge Parish Feasibility Study                               SETTINGS PACE
                                                            A 09013002 03. riprap 16" - dry placement
                                                                           LINK LISTING **

                                                 - --- --------              - - - -- - - - - - - - - ------ - ----- - --------------
              A 09013002 03. riprap 16"     dXY Placwen REFERENCE            REF VALUE             OPERATOR      LOCAL INPUT          QUANTITY uom





              DUMPT16 dump timejin hours)                                                                                               0.0333 HR



              HAULD 6  haul distance (round trip)


                       haul distance      way               N                    6.0000        Multiply by                                       KI
                       make round trip                      N                    2.0000                                                          MI

                       -- - ----------- - -------------------------

              HAULD 6  haul dixtance (round trip)                                                                                       12.0000  MI




              LOADTI6  load time (in hours)


                       load time (in minutes)               N                    13.4000       Divide by                                         MIN
                       minutes per hour                     N                    60.0000                                                         MIN

                                             -- - - - - - -------

              LCAZT16  load time (in hours)                                                                                               0.2233 HR


              NTRUCK6  number of trucks needed                                                                                                      0

                       production rat*                      WPRODRT6             90.0000      /Divide by                                         CY/
                       work time per hour                   wWKT ZmE 6           0.8300       /Divide by                                         HR
                       truck cycle time                     WTRKCYC6             0.7181       *Multiply by                                       HR
                       truck payload                        WTRKPAY6             20.0000)     0Multiply by                                       CY
                                                            N                    1.0000)      URound Up                                          TRU
                       round UP to whole number             N                    1.0000       +Add to                                            TRU

                       add I extra truck                    N                    1.0000                                                          TRU

                       -----------------------------------------------------------------------------------------------------------

              NTRUCK6  number of trucks needed                                                                                           5.0000 7RU




              PRODRT6  production rate


                       production rate (ton/RR)             N                    90.0000                                                         TON


              PRODRT6  production rate                                                                                                  90.0000 TON




              TIME1 6  total work hours


                       excavation quantity                  N                   890.0000       Divide by                                         TON
                       production rate                      WPRODRT6             90.0000)     R Round                                            TON
                       (round UP to whole number)           N                    1.0000                                                          FAC

                                                                                                   --------------

              TIME1 6 total work hours                                                                                                  10.0000 H




              TLOADFG truck load factor





              LABOR rD: EBROCI     EQUIP 10: EBRO01                     Currency in DOLLARS                       CREW 10: EBROOl     UP3 10: ERR001










            Tue 27 Sap 1994                                          U.S. Amy corps of Engineers                                                 TIME 10:16:01
                                                        PROJECT EBR001:      East Baton Rouge Psh roas. - NED
                                                              East Baton Rouge Parish Feasibility Study                                    SETTINGS PAGE       7
                                                              A 09013002 03. riprap 16"        dry placement
                                                                               LINK LISTING

            ----- - --------                                                                    - - - - --------------- - -- - --------
             A 09013002 03. riprap 16"        dry Placemen REFERENCE             REF VALUE              OPERATOR        LOCAL INPUT          QUANTITY UOM

              -----------  - - --- - ------- -              - - - - -------



                       load factor                           N                       0.6667                                                              FKC


            TLOADr6    truck load factor                                                                                                        0.6667 FA=
                     I



            TRKCAP6    truck capacity


                       truck capacity                        N                      30.0000                                                              TON


            TFLKCAP6   truck capacity                                                                                                           30.0000  TON




            TRXCYC6    truck cycle time


                       truck load time                       W LOADTI6               0.2233         Add to                                               HR
                       haul distance                         W HAULD 6              12.0000         Divide  by                                           MI
                       travel speed                          V TRKSPD6              26.0000)      + Add to                                               MPH
                       dump time                             W DUMPTI6               0.0333                                                              MR

                                                          - - - ---------
       0    TRKCYC6    truck cycle time                                                                                                          0.7181  HR

            TRKHRS6    total truck hours


                       work time                             W TIME1 6              10.0000         Multiply by                                          MRS
                       number of trucks needed -             W NTRUCK6               5.0000                                                              TRU

                       ------------- - - -  - -------- - - - --

            TRKHRS6    total truck hours                                                                                                        50.0000  MR




            TRKPAYS    truck payload - tons per cycle


                       truck capacity                        V TRKCAPG              30.0000         Multiply by                                          TON
                       truck load factor (80%)               V TLOADF6               0.6667)      R Round                                                FAC
                       round number                          N                       1.0000                                                              TON


            TRKPAY6    truck payload - tons per cycle                                                                                           20.COCO  TON




            TRKSPD6    truck speed


                       truck speed                           N                      26.0000                                                              rem


            TRKSPD6    truck speed                                                                                                             26.0000 MPH




            W"IME6     vork time per hour


                       time efficiency per hour              N                       0.8300                                                              rAc


            WMDM6 work time per hour                                                                                                            0.8300 MR



            LABOR 10: EBRO01       EQUIP ID: EBRO01                        Currency in DOLLARS                          CREW 10: EBR001      uPB rD: EBR001











              Tue 27 Sap 1994                                    U.5- AMY Corp$ Of Engineers                                            TIME 10:16:01
                                                     PROJECT EBRO01:     Cast Baton Rouge Psh Feas.     NED
                                                            East Baton Rouge Parish Feasibility Study                             SETTINGS PAGE'*
                                                            A 09013002 03. riprap 16- - dry placement
                                                                          LINK LISTING **

                                                                                        -- - - --- - -------
              A 09013002 03. riprap 16" - dry placemen REFERENCE            REF VALUE              OPERATOR     LOCAL INPUT             QUANTITY UOM



              E01      CRANE AMER 5299-A 60T 75' boom       WTIME1 6            10.0000 HRs * multiply  by            2.0000            20.0000 MR
              E02      rack box/hopper - 25T capacity       WTIME1 6            10.0000 MRS * Multiply  by            1.0000            10.0000 MR
              E93      trailer truck, 20 cy, ownur-op       WTRKHRS6            50.0000 Hit - Aultiply  by            1.0000            50-0000 MR
              LSI      OILER                                A E01               20.0000 MR  * Multiply  by            1.0000            20.0000 MR
              L82      TRUCK DRIVER                         A EQ3               50.0000 MR  - Multiply  by            1.0000            50-0000 MR
              LB3      PEO                                  A E01               20.0000 MR  * Multiply  by            1.0000            20.0000 MR
              LOS      LABORER                              W TIMEl 6           10-0000 HRS * Multiply  by            1.0000            10.0000 MR
              L810     foreman 3 $26.50/hr                  W TIMEI 6           10.0000 MRS * Multiply  by            1.0000            10.0000 MR


              A 09013003 02 1  FT U-frame wall

                                                                                                                                        100.0000 CY




              A 09013003 03 Channel Wall Pavement W)
                                                                                                                                        55.0000 cy


                 5     conc slope pvmt-qrado A pave         P                   55.0000 CY    Divide by               1.2346            44.5488 SO
                 6     conc slope pvmt-backfill             A    1              0.0000  LF    Multiply by             1.0000            0.0000 LF
                 9     concrete material + 5% waste         P                   55.0000 CY    Multiply by             1.OSOO            57.7500 cy
               11      expan Int filler + 3% wste (2/2)     A   10              55.7000 LF    Multiply by             1.0000            55.17000 LF
               12      joint sealer cmpd + 3% waste         A    7              320.1000 LBS  Multiply by             1.0300            329.7130 L810
               13      curing compound                      A    5              44.5488 SQ    Divide by               2.0000            22.2744 CAL
               14      reinforcing mesh + SO waste          A    4            4454.9000 SF    Multiply by             1.0500            4677.6450 SF
               is      stakes, core drilling                A    5              44.5488 SQ    Multiply by             1.0000            44.5488 50
               16      forms, nails, etc                    A    3              60.0000 LF    Multiply by             1.0000            60.0000 if


              * 09013003 04 Channel Wall Pavement (6")
                                                                                                                                        43.0000 CY


                 5     conc slope pvmt-grade & pavo-hnd     P                   43.0000 CY    Divide by               1.8519            23.2194 So
                 6     gonc slope pvmt-backfill             A    1              0.0000  LF    Multiply by             1.0000            O.CCOO LF
                 9     concrete (2500 psi) + 5% waste       P                   43.0000 CY    Multiply by             1.0500            45.1500 CY
               11      expan jnt filler + 3% wste (2/2)     A   10              74.2000 LF    Multiply by             1.0000            74.2000 LF
               12      joint sealer cmpd. + 30 waste        A    7              167.8000 LBS  Multiply by             1.0300            172.8340 LOS
               13      curinq compound                      A    5              23.2194 SQ    Divide by               2.0000            11.6097 GAL
               14      reinforcing mesh + SO waste          A    4            2321.9000 sr    Multiply by             1.0500            2437.9950 SF
               is      stakes, core drilling                A    5              23.2194 SQ    Multiply by             1.0000            23.2194 SO
               16      forms, nails, etc                    A    3              60.0000 LF    multiply by             1.0000            60.0000 Lr


              * 09013003 05 Channel Mall Pavement (8*)
                                                                                                                                        62.0000 CY


                 5     conc slope pvmt-qrado a pave-hnd     P                   62.0000 CY    Divide by               2.4691            25.1104 SO
                 6     conc slope pvmt-backfill             A    1              0.0000  LF    Multiply by             1.0000            0.0000 LF
                 9     concrete (2500 psi) + SO waste       P                   62.0000 CY    Multiply by             1.0500            65.1000 CY
               11      *xpan jnt filler + 30 wste (2/2)     A   10              32.3000 LF    Multiply by             1.0000            32.3000-%X
               12      joint sealer cmpd + 30 waste         A    7              338.8000 LBS  Multiply by             1.0300            346.9640
               13.     curing compound                      A    5              25.1104 SQ    Divide by               2.0000            12.5552
               14      reinforcing mesh + 5% waste          A    4            2511.0000 SF    Multiply by             1.0500            2636.5500 SF
               15      stakes, core drilling                A    5              25.1104 SQ    Multiply by             1.0000            25.1104 SO
               16      forms, nails, etc                    A    3              60.0000 LF    Multiply by             1.0000            60.0000 LF



              LABOR ID: EBROOl    EQUIP IDs EBROO1                     Currency in DOLLARS                       CREW 103 EBROO1        UPS ID: E8RO01










           Tue 27 Sep 1994                                       U.S. Army Corps of En;ineers                                            TI)C 10:16:7'
                                                     PROJECT EBR001-     East Baton Rouge Pah Foam. - NED
                                                           East Baton Rouge Parish Feasibility Study                                SETTINGS PACE     9
                                                       8 09011502 02. Degrading, hauling, shaping 16mi
                                                                       ** LINK LISTING *1

           ---------------------  - -- ----------------------------- --------- - ---- - --------------- - -------- -- --
            a 09011502 02. Degrading, hauling, shapi REFERENCE              REF VALUE             OPERATOR       LOCA-L INPUT         QUANTITY UOM

           ------------- - -------- - --- -- - -- - --- - ------- -


            8 09011502 02 Degrading, hauling, shaping 16mi
                                                                                                                                   162000.00oc cy



           DVMPTI6   dump time(in hours)


                     dump tims(in minutes)               N                      1.0000        Divide by                                         MIN
                     minutes per hour                    N                     60.0000                                                          MIN

                     --- - -- - - -- - ------------- -- - ----

           DUMPT16   dump t1me(in hours)                                                                                                0.0167 HR




           HAULD 6   haul distance (round trip)


                     haul distance ( 1 way               N                      2.0000        Multiply by                                       KI
                     make round trip                     N                      2.0000                                                          MI

                      - - -- - ---------------  - - --------------- - - ------------ - ----------- - -----

           HAULD 6   haul distance (round trip)                                                                                          4.0000 KI


       0   LOADT16   load time (in hours)
                     load time (in minutes)              N                      5.4000        Divide by                                         MIN
                     minutes per hour                    N                      60.0000                                                         Kim

                     ----------- ------------------------- ------------------ -- -

           LOADT16   load time (in hours@                                                                                                C.0900 HR




           NTRUCK6   number of trucks needed


                     production rate                     W  PROORT6           100.0000        Divide by                                         CY/
                     work time per hour                  W  %1(`TiME6           0.8300        Divide by                                         HR
                     truck cycle time                    W  TRKCYC6             0.3067        Multiply by                                       HR
                     truck payload                       W  TRKPAY6             9.0000)       Multiply by                                       CY
                                                         N                      1.0000)     U Round Up                                          TRU
                     round UP to whole number            N                      1.0000      + Add to                                            TRU
                     add 1 extra truck                   N                      1.0000                                                          TRU

                                           - -- --------------------- - -     - ------

           NTRUCK6   number of trucks needed                                                                                             6.0000 TRU




           PRODRT6   production rate


                     produtnion rate (CY/HR)             N                    100.0000                                                          CY/

                     ----- - ------------------------------------- - --- ---- - ------------ - -- ---

           PRODRT6   production rate                                                                                                   100.OCOO CY/




           TIME1 6   total work hours


                     excavation quantity                 N                 105000.0000        Divide by                                         CY
                     production rat*                     W PROORT6            100.0000)     R Round                                             CY/



           LABOR ID: ESR001      EQUIP ID: ESR001                     Currency in DOLLARS                        CRLW 10: ESR001    UPS ID: EBRO01











             Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                         TIME 10:16:01
                                                      PROJECT E3R00l:    East Baton Rouge Psh Fees. - NED
                                                             East Baton Rouge Parish Feasibility Study                            SETTINGS PAGE0
                                                        8 09011502 02. Degrading, hauling, shaping 16mi
                                                                          LINK LISTING **

                                                                                       -- - ---- - -- - -- - --------
              a 09011502 02. Degrading, hauling, Shapi REFERENCE             REF VALUE             OPERATOR     LOCAL INPUT         QUANTITY UOM



                       (round UP to whole number)            N                   1.0000                                                        FAC


             TIME1 6   total work hours                                                                                            1050-OOOC HRS




             TLOADF6   truck load factor


                       load factor                           N                   0.7500                                                        FAC


             TLOADF6   truck load factor                                                                                               0.7500 FAc




             TRKCAP6   truck capacity


                       truck capacity                        N                   12.0000                                                       CY

                       -----------------------------         --------

             TRKCAP6   truck capacity                                                                                                 12.0000 cy




             TRKCYC6   truck cycle time


                       truck load time                       KLOADT16            0.0900     + Add to                                           HR
                       haul distance                         WHAULD 6            4.0000     / Divide  by                                       KI
                       travel spa"                           WTRKSPD6            20..0000)  + Add to                                           "PH
                       dump time                             WDUMPT16            0.0167                                                        HR

                                                      ---------- ----------------------

             TRKCYC6 truck cycle time                                                                                                   0.3067 RR




             TRKHR56   total truck hours


                       work time                             W TIME1 6        1050.0000       Multiply by                                      HRS
                       number of trucks needed               N NTRUCK6           6.0000                                                        TRU


             TRXNRS6   total truck hours                                                                                             6300.0000 HA




             TRKPAY6   truck payload - CY per cycle


                       truck capacity                        W TRKCAP6           12.0000      Multiply by                                      CY
                       truck load factor (75%)               W TLOADF6           0.7500)    R Round                                            FAC
                       round number                          N                   1.0000                                                        CY


             TRXPAY6   truck payload - CY per cycle                                                                                     9.0000 CY



             TRKSPD6   truck spa"


                       truck speed                           N                   20.0000                                                       MPR


             TRKSPD6 truck   speed                                                                                                    20.0000 MPH



             LABOR ID: E3ROO1      COUIP 10: EBROO1                     Currency in DOLLARS                      cRtu rD: EBRO01    Ups M: EBRO01











               Tue 27 Sep 1994                                                   U-s- Amy Corps of Engineers                                                             TIME 10:16:01
         0                                                        PROJECT EBRO01:          East Baton Rouge Psh Fees. - MM
                                                                         East Baton Rouge Parish Feasibility Study                                                SETTINGS PACE        11
                                                                     8 09011502 02. Degrading, hauling, shaping 16mi
                                                                                            LINK LISTING

               - --------   - -- - - - --------------
                a 09011502 02. Degrading, hauling, shapi REFERENCE                             REF VALUE                   OPERATOR        LOCAL INPUT                QUANTITY UON

               ------------   - -- - ----------- - ------        - -- -------



               WKTIME6 work time per hour


                            time efficiency per hour                     N                         0.8300                                                                         FAC

                            ------ - -----

               WKTIME6      work time per hour                                                                                                                           0.8300   MR



               IE01         BACKHOE CAT 2256 1.25 CY                     W TIME1 6             1050.0000     MRS   * Multiply    by                1.0000             1050.0000   MR
               IE02         DOZER D-6 W/BLADE                            W TIMEJ 6             1050.0000     H RS  * Multiply    by                2.0000             2100.0000   MR
               IE03         Dump truck, 12 cy, own-op                    W TXKMRS6             6300.0000     MR    * Multiply    by                1.0000             6300.0000   MR
               IE04         WATER TRUCK 2000 GAL                         W TIMEl 6             1050.0000     MRS   * Multiply    by                0.5000             525.0000    MR
               IE05         MOTOR GRADER CAT 12-G                        W TIME1 6             1050.0000     MRS   * Multiply    by                0.5000             525.0000    MR
               ILB1         OILER                                        A 1 E@q'i             1050-0000     MR    * Multiply    by                1.0000             1050.0000   MR
               ILB2         TRUCK  DRIVER                                A IE03                6300-0000     MR    * Multiply    by                1.0000             6300.0000   MR
               1LB3         PEO-backhoe                                  A lEQl                1050.0000     MR    * Multiply    by                1.0000             1050.0000   MR
               1LB4         PEO-dozer                                    A 1EQ2                2100.0000     MR    * Multiply    by                1.0000             2100.0000   MR
               IL35         PEO-motor grader                             A 1EG5                  525.0000    MR    * Multiply    by                1.0000             525.0000    MR
               ILB6         TRUCK DRIVER - water truck                   A 1EQ4                  $25.0000    MR    * Multiply    by                1.0000             525.0000    MR
               ILB7         LABORER                                      W TIMEI 6             1050.0000     MRS   * Multiply    by                1.0000             1050-0000   MR
               ILB8         flagman                                      W TIMEI 6             1050.0000     MRS   * Multiply    by                1.0000             1050.0000   HR
               ILB9         foreman    3  $26.50/hr                      W TIME1 6             1050.0000     H RS  * Multiply    by                1.0000             1050.0000   MR
               2LB2         TRUCK DRIVER                                 A 2EQ3                7859.0000     MR    * Multiply    by                1.0000             7859.0000   MR
               2LB3         PEO-backhoe                                  A 2EQl                  271.0000    MR    * Multiply    by                1.0000             271.0000    MR
               2LB4         PEO-dozer                                    A 2EQ2                  542.0000    MR    * Multiply    by                1.0000             542.0000    MR
               2LB5         PEO-motor grader                             A 2EQ5                  136.0000    MR    * Multiply    by                1.0000             136.0000    HR
               2LB6         TRUCK DRIVER - water truck                   A 2EQ4                  136.0000    MR    * Multiply    by                1.0000             136.0000    MR
               31.82        PEO dozer                                    A 3EQ2                1056.0000     MR    * Multiply    by                1.0000             1056.0000   MR
               3LB3         PEO motor grader                             A 3EQ1                1056.0000     MR    * Multiply    by                1.0000             1056.0000   MR


                B 09013OC2 01 sand (8@ thick)

                                                                                                                                                                      84000.0000  CY


               DUMPT16 dump time(in hours)


                            dump time(in minutes)                        N                         2.0000            Divide by                                                    Kim
                            minutes per hour                             N                         60.0000                                                                        MIN


               DUMPT16      dump tlm*(in hours)                                                                                                                          0.0333   MR




               HAULD 6      haul distance (round trip)


                            haul distance ( 1 way                        N                         15.0000           Multiply by                                                  MI
                            make round trip                              N                         2.0000                                                                         MI

                                                              -------------

               HAULD 6 haul distance (round trip)                                                                                                                       30.0000   KI




               LOADT16 load time (in hours)


                            load time tin minutes)                       N                         2.3000            Divide by                                                    KIM



               LABOR 10: EBRO01           EQUIP ID: EBROO1                              Currency In DOLLARS                                 CREW ID." EBRO01          UPS M: EBRO01











              Tue 27 Sep 1994                                         U.S. Army Corps Of Engineers                                             TIME 10:16:01
                                                         PROJECT EBR001:     East Baton Rouq* Psh Fees. - NED
                                                               East Baton Rouq* Parish Feasibility study                                  SETTINGS PAG02
                                                                      a 09013002 01. ∧ (8- thick)
                                                                               LINK LISTING **

                                                                             - - ------ - ------ - - ---- - ---------           - ---- - - ----------
               B 09013002 01. sand W thick)                   REFERENCE          REF VALUE              OPERATOR       LOCAL INPUT          QUANTITY UOM




                        minutes per hour                      N                     60.0000                                                            MIN


              LOADT16   load time (in hours)                                                                                                  0-C383 HR




              NTRUCKG   number of trucks needed


                        production rate                       W PRODRT6            210.0000       /Divide by                                           CY/
                        work time par hour                    W WKTIME6              0.8300       /Divide by                                           HR
                        truck cycle time                      W TRKCYC6              0.9412       *Multiply by                                         HR
                        truck payload                         W TRKPAY6              8.0000)      *Multiply by                                         CY
                                                              N                      1.0000)      URound Up                                            TRU
                        round UP to whole numb*r              N                      1.0000       +Add to                                              TRU
                        add 1 extra truck                     N                      1.0000                                                            TRU

                                                      - --------------------------------------- - -- - ----

              NTRUCK6   number of trucks needed                                                                                              31-0000 TRU




              PRODRT6   production rate
                        production rate (CY/HRj               N                    210.0000                                                            C*
                                     - - -- - ---------------- - ------    - - - - ---------

              PROORT6   production   rate                                                                                                   210.0000   cy/




              TI?MI 6   total work   hours


                        excavation   quantity                 A 01               84000..0000       Divide by                                           CY
                        production   rate                     W PROORT6           210.0000)       R Round                                              CY/
                        Iround UP to whole number)            N                      1.0000                                                            FAC

                         -- - - - - - - - - ---------- - ----- - ------------- --

              TDM1 6    total work hours                                                                                                    400.0000 HRs




              7LOADF6   truck load factor


                        load factor                           N                      0.6667                                                            rAC



              TLOADF6   truck load factor                                                                                                     0.6667 FAC




              TRKCAP6   truck capacity


                        truck capacity                        N                     12.0000                                                            CY

                                      --- - --- - ------------ - -------- - ------ ---------- -
              TRKCAP6 truck capacity                                                                                                          12.00001CY



              TRKCYC6 truck cycle time


                        truck load time                       N LOADT16              0.0383       + Add to                                             HR



              LABOR ID: EBRO01       EQUIP ID: ERR001                      Currency in DOLLARS                         CREW ID: EBROCI     Ups ID: EBR001










            Tue 27 Sap 1994                                         U.S. Army Corps of Engineers                                               TIME 10:16:Cl
                                                        PROJECT EBROOI:     East 3-t-n Rouge Pah Fees. - NED
                                                              East Baton Rouge Parish Feasibility Study                                   SETTINGS PAGE     13
                                                                    a 09013002 01. send (8* thick)
                                                                          ** LINK LISTING **

            --------- - - - ----------- ---- - --------- ---------------------------- -
             a 09013002 01. sand (8" thick)                  REFERENCE          REF VALUE               OPERATOR      LOCAL INPUT            QUANTITY UOM

            -- -------------- - - --------- - - - ----


                      haul distance                          W HAULD 6             30.0000         Divide by                                           KI
                      travel speed                           W TRKSPD6             34.5000)        + Add to                                            MPH
                      dump time                              W DUMPT16              0.0333                                                             KR

                               - ---------- - - ----- -
            TRKCYC6   truck cycle time                                                                                                         0.9412  HR




            TRKHRS6   total truck hours


                      work time                              W TrMEI 6             400.0000        Multiply by                                         HRS
                      number of trucks needed                W NTRUCK6             31.0000                                                             TRU


            TRKHRS6   total truck hours                                                                                                   1240C.0000 KR




            TPKPAY6   truck  payload - CY per cycle


                      truck  capacity                        W TRKCAP6             12.0000         Multiply by                                         CY
                      truck  load factor (SM                 W TLOADF6              0.6667)        R Round                                             FAC
                      round  number                          N                      1.0000                                                             CY

                                - - - ---------                        ----- - - ----

            TRKPAY6   truck  payload - CY per cycle                                                                                             8.0000 Cy




            TRKSPD6   truck  speed


                      truck  speed                           N                     34.5000                                                             MPH

                       - - --- - ---------- - --- - - -------------                ----------- - - -- -  - ----  - -- - ----- - -- - ----

            TRKSP06   truck speed                                                                                                             34.5000 MPH




            WK711-M6  work time per hour


                      time efficiency par hour               N                      0.8300                                                             FAC


            WKTIME6   work tine per hour                                                                                                        0.8300 MR



             Eal      BACKHOE CAT 225B 1.25 CY               X  TIMEl 6            400.0000 MRS    *Multiply by              1.0000          400.0000  HR
             E02      DOZER D-6 W/BLADE                      v  TDMI 6             400.0000 MRS    &Multiply by              1.5000          600.0000  HR
             EQ3      DUMP TRUCK 12 CY                       W  TRKHRS6         12400.0000  MR     *Multiply by              1.0000        12400.0000  RR
             E04      WATER TRUCK 2000 GAL                   W  TIME1 6            400.0000 MRS    *Multiply by              0.5000          200.0000  MR
             E05      140TOR GRADER CAT 12-G                 W  TIME1 6            400.0000 MRS    *Multiply by              0.5000          200.0000  MR
             LB1      OILER                                  A  E01                400.0000 MR     *Multiply by              1.0000          400.0000  HR
             L92      TRUCK  DRIVER                          A  E03             12400.0000  MR     *Multiply by              1.0000        12400.0000  HR
             L83      PEO-backhoo                            A  EQ1                400.0000 MR     *Multiply by              1.0000          400.0000  9R
             L34      PEO-dozor                              A  E02                600.0000 MR     *Multiply by              i.aooo          600.00CO  HR
             LB6      PEO-motor grader                       A  EQ5                200.0000 MR     *Multiply by              1.0000          200.0000  MR
             L87      TRUCK DRIVER - water truck             A  E04                200.0000 MR     *Multiply by              1.0000          200.0000  RR
             LBO      LABORER                                W TIME1 6             400.0000 MRS    *Multiply by              1.0000          400.0000  HR
             LB9      flagman                                W TIME1 6             400.0000 MRS    *Multiply by              1.0000          400.0000  MR



            LABOR ID: EBROO1        EQUIP 10: EBRO01                       Currency in DOLLARS                         CREW ID: EBRO01       UPS ID: EBRO01











            Tun 27 Sep 1994                                       U.S. Army Corps Of Engineers                                           TIME 10:16:01
                                                      PROJECT E3R001:     East Baton Rouq@ Psh Foam. - NED
                                                            East Baton Rouge Parish Feasibility study                               SETTINGS PAGE01
                                                                  a 09013002 01. send (8- thick)
                                                                           LINK LISTING

                                                                                                        - ---- - ---- -- -------
              a 09013002 01. sand (81 thick)                REFERENCE        REF VALUE             OPERATOR      LOCAL INPUT          QUANTITY UOM



            L810      foreman 3 $26.50/hr                   W TIME1 6         400.0000 HRS    Multiply by              1.0000         400.OOOC HR


             3 09013003 01 cutoff Wall

                                                                                                                                     6150.0000  cy


                5     conc slope pmt-qrade A Pave           P                6150-0000  cy    Divide by                1.2346        4981.370S  so
                6     conc slope pvmt-backfill              A    2          168960-0000 Lr    Multiply by              0.2500        42240-0000 Lr
                9     concrete material + 5% waste          P                6150.0000  CY    Multiply by              1.0500        6457-5000  cy
               11     expan jnt filler + 3% wsto (2/2)      A   10              0.0000  LF    Multiply by              1.0000           0.0000  Lr
               12     joint sealer cmpd + 3% waste          A    7              0.0000  LBS   Multiply by              1.0300           0.0000  L3S
               13     curing compound                       A    5           4981.3705  SO    Divide by                2.0000        2490.6852  GAL
               14     reinforcing wash + 5% waste           A    4              0.0000  SF    Multiply by              1.0500           0.0000  SF
               15     stakes, core drilling                 A    5           4981.3705  so    multiply by              1.0000        4981.3705  So
               16     forms, nails, etc                     A               168960.0000 LF    Multiply by              1.0000       168960.0000 LF


             C 09011502 02 Excavation

                                                                                                                                    695000.0000 cy


            DUMPT16   dump time(in hours)
                      dump time(in minutes)                 N                   2.0000        Divide by                                         M14D
                      minutes per hour                      N                  60.0000                                                          MIN

                                           ------ - ------  - -- - ------
            DUMPT16   dump time(in hours)                                                                                               0.0333  HR



            RAU= 6    haul distance (round trip)


                      haul distance ( 1 way                 N                  15.0000        Multiply by                                       MI
                      make round trip                       N                   2.0000                                                          MI
                       - - - - -------------------------- - -- - -------  - -------- - ---- -------------------- --- -------
            HAULD 6 haul distance (round trip)                                                                                         30.0000 MI



            LOADT16   load time (in hours)


                      lead time (in minutes)                N                   3.0000      / Divide by                                         MIN
                      minutes per hour                      N                  60.0000                                                          MIN


            LOADTIG   load time (in hours)                                                                                              0.0500  OR



            NTRUCK6   number of trucks needed


                      production rat*                       WPRODRTG (         320.0000     / Divide by                                         CY/
                      work time per hour                    KWICTINEG (         0.8300      / Divide by                                         OR
                      truck cycle time                      WTRKCYC6            0.8150      * multiply by                                       H
                      truck payload                         WTRKPAY6           16.0000)     * multiply by                                       Co
                                                            N                   1.0000)     U Round Up                                          TRU
                      round UP to whole number              N                   1.0000      + Add to                                            TRU
                      add I extra truck                     N                   1.0000                                                          TRU




            LABOR ID: EBROO1      EQUIP ID* EBROOl                     Currency in DOLLARS                       CREW ID: EBROOl     UPB ID: EBRO01










           Tuo 27 Sep 1994                                     U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                   PROJECT EBRO01:     East Baton Rouge Psh Feas. - NED
       40                                                Last Baton Rouge Parish Feasibility Study                              SETTINGS PAGE    15
                                                                 C 09011502 02. Excavation
                                                                        LINK LISTING **

            ---------  - -----  - - --- - - -------                                   - -------            - - ------
           c 09011502 02. Excavation                    PEFERFNCE         RET VALUE             OPERATOR      LOCAL INPUT         QUANTITY UOM





           NTRUCK6 number of trucks needed                                                                                         21.0000 TRU




           PRODRT6  production rate


                    production rat* (CY/HR)             N                   320.0000                                                        CY/

                                 -- - - ----- ----------                                   ---- - ---  - ----- --

           PRODRT6  production rate                                                                                               320.0000 CY/




           TIMI 6   total work hours


                    excavation quantity                 A 0 2,@'-        695000.0000       Divide by                                        CY
                    production rate                     W PRODRT6           320.0000)     R Round                                           CY/
                    (round UP to whole number)          N                     1.0000                                                        FAC

                                     - ----------------- -                                   - - -------

           TTMEl 6  total work hours                                                                                             2112.0000 HRs
       IWOADF6      truck load factor

                    load factor                         N                     0.8000                                                        FAC

                                     -----------------------

           TLOADF6  truck load factor                                                                                                0.8000 FAC




           TRKCAP6  truck capacity


                    truck capacity                      N                    20.0000                                                        CY

                    ---- - --------------------------------                     --- - ------ - ---- - ---------------

           TRKCAP6  truck capacity                                                                                                  20.0000 CY




           TRKCYC6  truck cycle time


                    truck load time                     W LOADT16             0.0500      + Add to                                          HR
                    haul distance                       W HAULD 6            30.0000      / Divide by                                       MI
                    travel speed                        V TRKSPD6            41.0000)     + Add to                                          MPH
                    dump time                           W DUMPTIG             0.0333                                                        HR


           TRKCYC6  truck cycle time                                                                                                0.8150  HR




           TRKHRS6  total truck hours


                    work time                           V TIME1 6          2172.0000       Multiply by                                      HRS
                    number of trucks needed             V NTRUCK6            21.0000                                                        TRU


           TRKHRS6  total truck hours                                                                                           45612.0000 HR





           LABOR ID: EBRO01     EQUIP 10: EBROOI                     Currency in DOLLARS                      CREW 10: EBROOl    UPB ID: EBR001










               Tue 27 up 1994                                       U.S. Amy corps of EnqIneers                                              TIME 20:16:01
                                                       PROJECT EBR001:      East Baton Rouq* Psh Foam. - NED
                                                              East Baton Rouqo Parish Feasibility Study                                SETTINGS PACE
                                                                       C 09011502 02. Excavation

                                                                             LINK LISTING **

                                                                                      - - - ---------------- - ------

               C 09011502 02. Excavation                      REFERENCE         REF VALUE              OPERATOR     LOCAL INPUT          QUANTITY UOM




               TRKPAY6  truck payload - CY per cycle


                        truck capacity                        W TRKCAP6            20.OOCO        Aultiply by                                          CY
                        truck load factor (80%)               W TLOADF6             0.8000)     R Round                                                FAC
                        round number                          N                     1.0000                                                             CY


               TRKPAY6 truck payload      CY par cycle                                                                                      16.0000    CY




               TRKSPDG truck speed


                        truck speed                           N                    41.0000                                                             MPR


               TRKSPD6  truck speed                                                                                                        41.0000 MPH




               WKTIME6  work tim par hour


                        tim efficiency per hour               N                     0.8300                                                             rAc

                                                                                - - - - ----------- - -----
               WKTIME6  work time per hour                                                                                                   0.8300    KIW


               E01      BACKHOE CAT 235 C    2.0 CY           WTrME1 6          2112.0000  MRS  * Multiply  by             1.0000        2172.0000     MR
               E02      DOZER D-6 W/RLADE                     WTIME1 6          2172.0000  MRS  * Multiply  by             1.5000        3258.0000     MR
               E03      trailer truck, 20   cy, owner-op      WTRKHRS6          45612.0000 MR   * Multiply  by             1.0000        45612.0000    MR
               E04      WATER TRUCK 2000 GAL                  WTIME1 6          2172.0000  MRS  * Multiply  by             0.5000        1086.0000     MR
               EQ5      140TOR GRADER CAT 12-G                WTIME1 6          2172.0000  MRS  * Multiply  by             0.5000        1086.0000     MR
               LB1      OILER                                 A EQ1             2172.0000  MR   * Multiply  by             1.0000        2172.0000     MR
               LB2      TRUCK  DRIVER                         A E03             45612.0000 MR   * Multiply  by             1.0000        45612.0000.HR
               LB3      PEO-backhoe                           A E01             2172.0000  MR   * Multiply  by             1.0000        2172.0000     MR
               LB4      PEO-dozer                             A E02             3258.0000  MR   * Multiply  by             1.0000        3258.0000     MR
               LB6      PEO-mator qrader                      A E95             1086.0000  MR   * Multiply  by             1.0000        1086.0000     MR
               LB7      TRUCK DRIVER - water truck            A E04             1086.0000  MR   * Multiply  by             1.0000        1096.0000     MR
               L88      LABORER                               W TIME1 6         2172.0000  HRS  * Multiply  by             2.0000        4344.0000     MR
               L910     forman 3 $26.50/hr                    Of TIME1 6        2172.0000  HRS  * Multiply  by             1.0000        2172.0000     HR


               C 09013002 04 Ear-&vation for   stone
                                                                                                                                        115700.0000    CY


               DUMPT16 d=p tine(in hours)


                        dump ties (in minutes)                N                     2.0000        Divide by                                            MIN
                        minutes per hour                      N                    60.0000                                                             MIN

               DUMPT16 dump time(In hours)                                                                                                    0.0333,NA
                                                                                                                                                       is
               HAULD 6 haul distance (round trip)


                        haul distance 4 1 way                 N                    15.0000        Multiply by                                          MI



               LABOR iD: EBR001      EQUIP 10: EBROO1                     Currency In DOLLARS                        CREW ID: ESROO1     UPS ID: EaR001











            Tue 27 S&P 1994                                     U.S. Amy Corps of Engineers                                            TTIC 10:16:01
                                                     PROJECT EBROOI:    Fast BatOn Rouge Psh Fees. - NW
                                                           east Baton Rouge Parish Feasibility Study                              SETTINGS PACE    17
                                                              C 09013002 04. Excavation for Stone
                                                                         LINK LISTING


            C 09013002 04. Excavation for stone            REFERENCE       REF VALUE             OPERATOR       LOCAL INPUT         QUANTITY UON




                     make round trip                       N                    2.0000                                                         MI

                                           - ------ - -- - ---

            HAULD 6  haul distance (round trip)                                                                                        3C.0000 MI




            LOADT16  load time (in hours)


                     load time (in minutes)                N                    3.0000        Divide by                                        14IN
                     minutes per hour                      N                    60.0000                                                        MIN

                               -- - - ---------------------

            LOADTI6  load time (in hours)                                                                                               0.0500 HR



            NTRUCK6  number of trucks needed                  Va


                     production rate                       WPROORT6           320.0000      / Divide by                                        CY/
                     work time per hour                    WWKTIME6             0.8300      / Divide by                                        HR
                     truck cycle time                      WTRKCYCG             0.8150      * Multiply by                                      FIR
                     truck p@yload                         WTRKPAY6             16.0000)    * Multiply by                                      CY
                                                           N                    1.0000)     U Round Up                                         TRU
                     round UP to whole number              N                    1.0000      + Add to                                           TRU

                     add 1 extra truck                     N                    1.0000                                                         TRU

                                   - --- ---------------------- - --------         ----- - -----

            NTRUCK6  number of trucks needed                                                                                           21.0000 TRU




            PROORT6  production rate


                     production rate (CY/HR)               N                  320.0000                                                         CY/

                     ---- - ----- - ---------------------------- -  - ------------- ----------------

            PRODRT6  production rate                                                                                                 320.0000 CY/




            TIME1 6  total work hours


                     excavation quantity                   A 04            115700.0000        Divide by                                        CY
                     production rate                       V PROORT6          320.0000)     R Round                                            CY/
                     (round UP to whole number)            N                    1.0000                                                         FAC


            TIME1 6  total work hours                                                                                                 362.0000 WS




            TLOADF6  truck load factor


                     load factor                           N                    0.8000                                                         FAC

                     - ------          - --- - - ------- - ---

            fLOADF6 truck load factor                                                                                                  0.8000 FAC




            TRKCAP6 truck capacity




            LABOR 10: EBRO01      EQUIP M: EBRO01                      Currency In DOLLARS                      CREW ID: EBRO01     VPB 10: EBRO01











             Tue 27 Sep 1994                                          U.S. Army Corps Of Engineers                                                TIME 101.16
                                                         PROJECT EBR00js      East B&tOft Rouge Psh foam. - NED                                              6
                                                               East Baton Rouge Parish Feasibility Study                                    SETTINGS   PAM     d
                                                                   C 09013002 04. Excavation for stone
                                                                                LINK LISTING


              C 09013002 04. Excavation for stone             REFERENCE           REF VALUE              OPERATOR        LOCAL INPUT           QUANTITY UOK



                        truck capacity                        N                      20.0000                                                             CY


             TRKCAPG    truck capacity                                                                                                          20.0000 cy




             TRKCYC6    truck cycle time


                        truck load time                       W LOADTI6               0.0500        + Add to                                             MR
                        haul distance                         W HAULD 6              30.0000        / Divide  by                                         MI
                        travel speed                          W TRKSP06              41.0000)       + Add to                                             MPH
                        dump time                             W DUMPT16               0.0333                                                             MR

                                                                   - ----------

             TRKCYC6    truck cycle time                                                                                                          0 .8150 HR




             TRKHRS6    total truck hours


                        work time                             W TIMEI 6             362.0000         Multiply by                                         HRS
                        number of trucks needed               W NTRUCK6              21.0000                                                             TRO


             TFLKHRS6
                        total truck hours
                                                                                                                                               7602.0000 Hx




             TRKPAY6    truck payload - CY per cycle


                        truck capacity                        W TRKCAP6              20.0000         Multiply by                                         CY
                        truck load factor (800)               W TLOADF6               0.8000)       R Round                                              FAC
                        round number                          N                       1.'0000                                                            CY

                        -------------------                               - - - ------------------------------ - --- -

             TRKPAY6    truck payload - CY per cycle                                                                                              16.3C00 CY




             TPKSPD6    truck speed


                        truck speed                           N                      41.0000                                                             MPH


             TRKSPD6    truck speed                                                                                                              41.0000 MPH




             WKTIME6    work time per hour


                        time efficiency per hour              N                       0.8300                                                             FAC


             WKTIME6    work time per hour                                                                                                         0.8300 MR

              E01       BACKHOE CAT 235 C 2.0 CY              W TIME1 6             362.0000 MRS *   Multiply   by                             362.0000  HO
              E02-      DOZER D-6 W/BLADE                     W TTME1 6             362.0000 MRS *   Multiply   by             1.5000          543.0=    ER
              E03       trailer truck, 20    cy, owner-op     K TRKHRS6           7602.0000 MR      *Multiply   by             100000          7602.0000 MR.
              E04       WATER TRUCX 2000 CAL                  W TIME1 6             362.0000 MRS    *Multiply   by             0.5000          181.0000  MR
              E05       MOTOR GRADER CAT 12-C                 W TIME1 6             362.0000 MRS    *Multiply   by             0.5000          181.0000  a



             LABOR ID: EBRO01       EQUIPID: ERROO.1                        Currency in DOLLARS                          CREW ID: EBROO1       UPB ID: EBR001










           Tue 27 Sep 1994                                      U.S. Army corps of Engineers                                            TIME 1C:16:01
                                                    PROJECT EBR001:     East Baton Rouge Psh Feas. - NED
                                                          East Baton Rouge Parish Feasibility Study                                SETT2CS PAGE    19
                                                             C 09013002 04. Excavation for stone
                                                                      -* LINK LISTING **

           ----------- - -- - - ------                  - --- - ---- - - -- - ---------- ---
           c 09013002 04. Excavation for stone           REFERENCE         REF VALUE              OPERATOR      LOCAL INPUT          QUANTITY Uo"

           --- - -------------- - --- - --------- -


           LB1      OILER                                A  E01              362.0000  HR   * Multiply by             1.0000         362.0000  HR
           LB2      TRUCK DRIVER                         A  E03              7602.0000 HR   * Multiply by             1.0000         7602.0000 HR
           L83      PEO-backhoe                          A  EQ1              362.0000  HR   - Aultiply by             1.0000         362.0000  HR
           LB4      PEO-dozer                            A  EQ2              543.0000  HR   * Multiply by             1.0000         543.0000  HR
           LB6      PEO-motor grader                     A  EQ5              181.0000  HR   * Multiply by             1.0000         181.00CC  HR
           L37      TRUCK DRIVER - water truck           A  E04              191.0000  HR   * Multiply by             1.0000         181.0000  HR
           LBS      LABORER                              W TIMEJ 6           362.0000  HRS  * Multiply by             2.0000         724.0000  HR
           LBIO     foreman 3 $26.50/hr                  W TIME1 6           362.0000  HRS  * Multiply by             1.0000         362.0000  HR


           D 09011502 02 Excavation

                                                                                                                                   517600.0000 cy


           DUMPTI6  dump time(in hours)


                    dump time(in minutes)                N                     2.0000         Divide by                                        MIN
                    minutes per hour                     N                    60.0000                                                          Kim

                    --------- - --------- - - --- - --- - ----- - --- -                                - - - - - - -

           DLWT16   dump time(in hours)                                                                                                 0.0333 HR
      *AULD 6       haul distance (round trip)

                    haul cUstance ( 1 way                N                    11.0000         Multiply by                                      MI
                    make round trip                      N                     2.0000                                                          PC

                    ---------------------

           HAULD 6  haul distance (round trip)                                                                                         22.0000 ml




           LOADT16  load time (in hours)


                    load time (in minutes)               N                     3.7000         Divide by                                        MIN
                    minutes per hour                     N                    60.0000                                                          M:N


           LOADT16  load time (in hours)                                                                                                 0.0617 HR




           NTRUCK6  number of trucks needed


                    production rate                      W PROORT6           260.0000       / Divide by                                        CY/
                    work time per hour                   W KKTIME6             0.6300       / Divide by                                        HR
                    truck cycle time                     W TRKCYC6             0.6548       * Multiply by                                      HR
                    truck payload                        W TRKPAY6            16.0000)      * Multiply by                                      CY
                                                         N                     1.0000)      U Round Up                                         TRU
                    round UP to whole number             N                     1.0000       + Add to                                           TRU
                    add I extra truck                    N                     1.0000                                                          TRU


           'TRUCK6 number of trucks needed                                                                                              14.0000 TRU




           PROORT6 production rate




           LABOR ID: EBRO01      EQUIP ID: EBRO01                     Currency In DOLLARS                       CREW 10: EBROO1      UP8 rD: EBROOl









             Tus 27 Sop 1994                                     U.S. Army Corps Of Engineers                                         TIME 10:16:01
                                                     PRO,TECT EBROOL:   East Baton Rouge psh F*&s. - NED
                                                           East Baton Rouge Parish Feasibility Study                             SETTINGS PAGE
                                                                   D c9011502 02- Excavation
                                                                      - LINK LISTING

                                               -------------------------------
             0 09011502 02. Excavation                    REFERENCE         REF VALUE            OPERATOR      LOCAL INPUT         QUANTITY UOM

                                                       - ----   - - - - - --------                                                       -- - ---


                       production cat* (CY/HR)            N                   260.0000                                                       CY/

                       ----------- --

             PRODRT6   production rat*                                                                                             260.0000 cy/




             TIME1 6   total work hours


                       excavation quantity                A 02             517600.0000        Divide by                                      CY
                       production rate                    W PRODRT6           260.0000)     R Round                                          CY/
                       (round UP to whole number)         N                     1.0000                                                       FAC

                                        -- - - - - - - --------------

             TIME1 6   total work hours                                                                                            1991-0000 MRS




             TLOADF6   truck load factor


                       load factor                        N                     0.8000                                                       FAC

                                 - - - - ------------- - - -----------------    - ---------

             TLCADF6   truck load factor                                                                                              0.8000 FAC




             TRKCAP6   truck capacity


                       truck capacity                     N                   20.0000                                                        CY

                                            --- - ---- - ----------------- -- -             - - ----

             TRKCAP6   truck capacity                                                                                                20.COOD CY




             TRKCYC6   truck cycle time


                       truck load time                    W LOADTr6             0.0617      + Add to                                         MR
                       haul distance                      W HAULD 6           22.0000       / Divide by                                      MI
                       travel speed                       N TRKSP06           39.3000)      + Add to                                         MPH
                       dump time                          W DUMPT16             0.0333                                                       MR


             TRKCYC6 truck cycle time                                                                                                 0.6548 MR




             TRKHRS6   total truck hours


                       work time                          W TDM1 6           1991.0000        Multiply by                                    MRS
                       number of trucks needed            W NTRUCK6           14.0000                                                        TRU


             TRKHRS6   total truck hours                                                                                          27874.0000 MR




             TRKPAY6   truck payload - CY per cycle


                       truck capacity                     W TRKCAP6           20.0000         Multiply by                                    CY
                       truck load factor (80%)            W TLOADF6             0.8000)     R Round                                          FAC
                       round number                       N                     1.0000                                                       CY



             LABOR ID:.EBRO01     EQUIP 10t EBROO1                     Currency in DOLLARS                     CREW ID: EBROOl     UPS ID: EBROOI










            Tue 27 Sep 1994                                      U.S. Amy corps of Engineers                                           TIME 10:16:01
                                                     PROJECT EBROOlt     East Baton Rouge Psh Fees. - WED
                                                           east Baton Rouge Parish Feasibility Study                              SETTINGS PAGE    21
                                                                   D 09011502 02. Excavation
                                                                       ** LINK LISTING

                                     - - --------- - ----- ---- - - - -------
             o 09011502 02. Excavation                    REFERENCE          REF VALUE            OPERATOR      LOCAL INPUT           QUANTITY UOM

                                       - - ---------




            TRKPAY6 truck payload - CY per cycle                                                                                      16.0000 CY



            TRKSPD6 truck speed


                      truck speed                         N                     39.3000                                                        MPH


            TRKSP06   truck speed                                                                                                     39.3000 MPH




            WKTIME6   work time par hour


                      ti.me efficiency per hour           N                      0.8300                                                        FAC

                      ---------------------------------------
            WKTIME6   work time per hour                                                                                                0.8300 MR



             E01      BACKHOE CAT 235 C 2.0 Cy            W TIME1 6          1991.0000 MRS  * Multiply  by            1.0000          1991.0000 MR
             E02      DOZER 0-6 W/BLADE                   W TIMEI 6          1991.0000 H RS * Multiply  by            1.5000          2986.5000 MR
             E03      trailer truck, 20   cy, owrier-op   W TRKHRS6         27874.0000 MR   * Multiply  by            1.0000        27874.0000 MR
             E04      WATER TRUCK 2000 GAL                W TIMEI 6          1991.0000 MRS  * Multiply  by            0.5000          995.5000 MR
             E05      MOTOR GRADER CAT 12-G               W TIME1 6          1991.0000 MRS  * Multiply  by            0.5000          995.5000 MR
             LBI      OILER                               A  E01             1991.0000 MR   * Multiply  by            1.0000          1991.0000 MR
             LB2      TRUCK DRIVER                        A  E03            27874.0000 MR   * Multiply  by            1.0000        27874.0000 MR
             L83      PEO-backhoe                         A  EQ l'           1991.0000 MR   & Multiply  by            1.0000          1991.0000 MR
             L34      PEO-dozer                           A  EQ2             2986.5000 MR   * Multiply  by            1.0000          2986.5000 MR
             LB6      PEO-motor grader                    A  E05               995.5000,HR  * Multiply  by            1.0000          995.50co HR
             LB7      TRUCK DRIVER - water truck          A  E04              995.5000 MR   * Multiply  by            1.0000          995.5000 MR
             L38      LABORER                             W TIME1 6          1991.0000 MRS  * Multiply  by            2.0000          3982.0000 HR
            LB10      foreman 3 $26.50/hr                 W TIME1 6          1991.0000 HRS  * Multiply  by            1.0000          1991.0000 H R


             D 09013002 02 R-90 stone
                                                                                                                                   137800.0000 TN


            DUMPT16 dump timofin hours)


                      dump time(in minutes)               N                      2.0000       Divide by                                        MIN
                      minutes per hour                    N                     60.0000                                                        MIN


            DUMPT16   dump time(in hours)                                                                                              0.0333 MR



            HAULD 6   haul distance (round trip)


                      haul distance ( 1 way               N                     15.0000       Multiply by                                      -mr
                      make round trip                     N                      2.0000                                                        M I


            HAULD 6   haul distance (round trip)                                                                                      30.0000 MI





            LABOR 10: EBRO01      EQUIP rD: EBROOL                     Carroncy in DOLLARS                      CREW ID* EBROO1       UPS ID: EBRO01










             Tue 27 Sep 1994                                         U.S. Army Corps of Enqinsers                                                TIM 10:16:01

                                                               East eaton Rouqe Parish Feasibility Study                                    SETTI
                                                         PROJECT EBRO01:      East Baton Rouqe Psh Foss. - NED
                                                                                                                                                 NGS PAGE
                                                                        D 09013002 02. R-90 Stone
                                                                               LINX LISTING


              0 09013002 02. R-90 Stone                       REFERENCE          REF VALUE              OPERATOR        LOCAL INPUT          QUANTITY UOM




             LOADT16 load time (in hours)

                        load time (in minutes)                N                      3.0000          ;ivid. by                                          MIN
                        minutes per hour                      N                      60.0000                                                            KIN


             LOADTI6    lead time (in hours)                                                                                                     0.0500 HR




             NTRUCX6    number of trucks needed


                        production rate                       W PRODRT6             320.0000       / Divide by                                          CY/
                        work time per hour                    W WTIME6               0.8300        / Divide by                                          HR
                        truck cycle time                      W TRKCYC6              0.8150        * Multiply by                                        HR
                        truck payload                         W TR@iAY6              16.0000)      * Multiply by                                        CY
                                                              N                      1.0000)       U Round Up                                           TRU
                        round UP to whole number              N                      1.0000        + Add to                                             TRU

                        add 1 extra truck                     N                      1.0000                                                             TRU


             NTRUCK6    number of trucks needed                                                                                                 21.0000 TRu




             PROORT6    production rate


                        production rate (CY/HR)               N                     320.0000                                                            CY/


             PROORT6    production rate                                                                                                       320.0000 CY/




             TI]KEI 6   total work hours


                        excavation quantity                   A 04              141400.0000          Divide by                                          CY
                        production rate                       W PROORT6             320.00001      R Round                                              CY/
                        (round UP to whole number)            N                      1.0000                                                             FAC


             TrME1 6    total work hours                                                                                                       442.0000 HRS




             TLOADF6    truck load factor


                        load factor                           N                      0.8000                                                             rAc


             TLOADF6    truck load factor                                                                                                        0.8000 FAC




             TRKCAP6    truck capacity


                        truck capacity                        N                      20.0000                                                            C


             TRKCAP6 truck capacity                                                                                                             20.0000 CY





             LABOR ID: EBRO01       EQUIP ID: EBRO01                        Currency In DOLLARS                         CREW ID: ERROOI      UPB ID: EBROOI











            a 27 Sep 1994                                       U.S. Army Corps Of Engineers                                            TIME 10:16:01
                                                    PROJECT EBRO01-     East Satan Rouqe Psh Foam. - NED
                                                          test Baton Rouqe Parish Feasibility study                               SETTINGS FACE    23
                                                                   D 09013002 02. R-90 Stan*
                                                                         LINX LISTING

                                                                                                         - - - ----- - -------- - - --

           0 09013002 02. R-90 Stone                     REFERENCE         REF VALUE             OPERATOR       LOCAL INPUT         QUANTITY UOM

                                                 - - - - - - - - - - -



           TRKCYC6  truck cycle time


                    truck load time                      V LOADTI6             0.0500      + Add to                                            HR
                    haul distance                        W HAULD 6             30.0000     / Divide  by                                        MI
                    travel speed                         W TRKSPD6             41.0000)    + Add to                                            MPH
                    dump t in*                           W DUMPT16             0.0333                                                          HR


           TRXCYC6  truck cycle time                                                                                                   0.8150  HR




           TRKHRS6  total truck hours


                    ,for k t ime                         W T       6          442.0000       multiply by                                       HRS
                    number of trucks needed              W NTRUCK6             21.0000                                                         TRU

                    -- - ------ - ------- - ------------- - ------- - -- - - ---- - --------------

           TRXHRS6  total truck hours                                                                                               9282.CCCO HR




           RKPAY6   truck payload - CY per cycle


                    truck capacity                       W TRKCAP6             20.0000       Multiply by                                       CY
                    truck load factor (80%)              W TLOADF6             0.8000)     R Round                                             FAC
                    round number                         N                     1.0000                                                          CY

                      - - - - ---------------- - ---------- ----                 - - - - - -----

           TRKPAY6  truck payload - CY per cycle                                                                                      16.0000  CY




           TRKSPD6  truck speed


                    truck speed                          N                     41.0000                                                         MPH

                                                                                                            - - - - - -------- - ---              ---

           TRKSPD6  truck speed                                                                                                       41.OOCO MPH



           WKTIM6   work time per hour


                    time efficiency per hour             N                     0.8300                                                          FAC


           WKTII-M6 work time per hour                                                                                                 0.8300 HR





           D 09013002 04 Excavation for stone

                                                                                                                                  141400.0000  CY


           UMPTIG dump timo(in.hours)


                    dump tim*(in minutes)                N                     2.0000        Divide by                                         MIN
                    minutes per hour                     N                     60.0000                                                         MIN


           DUMPT16  dump time(in hours)                                                                                                0.0333 HR

                                               4.

           LABOR ID: EBR001      EQUIVID: EBROO;                      Currency In DOLLARS                       CREW ID: EBROOI     UPS 10: EBR001










              Tue 27 sap 1994                                      U.S. Army Corps of Enqlneers                                             TIME 10:16:01
                                                       PRO,TEcT EBRool.    East Baton RcuqO Psh Foos. - NED
                                                             East Baton Rouqe Parish Feasibility Study                                 SETTINGS PAGE
                                                                D 09013002 04. Excavation for stone
                                                                             LINK LISTING

              ---- - - ----
              D 09013002 04. Excavation for stone            REFERENCE         REF VALUE             OPERATOR       LOCAL INPUT          QUANTITY UOM




              HAULD 6 haul distance (round trip)


                       haul distance ( 1 way                 N                    11.0000        Multiply by                                           141
                       make round trip                       N                     2.0000                                                              MI


              HAULD 6  haul distance (round trip)                                                                                         22.0000 MI




              LOADT16  load time (in hours)


                       load time (in minutes)                N                     3.7000        Divide by                                             MIN
                       minutes per hour                      N                    60.0000                                                              MIN


              LOADT16  load time (in hours)                                                                                                  0.0617    HR




              N7RUCK6  number of trucks needed


                       production rate                       WPRODRT6            260.0000        Divide by                                             CIY/
                       work time per hour                    WWKTIME6              0.8300        Divide by                                             H
                       truck cycle time                      KTRKCYC6              0.6548       *Multiply by                                           "S
                       truck payload                         WTRXPAY6              16.0000)     *Multiply by                                           CY
                                                             N                     1.0000)      URound Up                                              TRU
                       round UP to whole number              N                     1.0000       +Add to                                                TRU

                       add 1 extra truck                     N                     1.0000                                                              TRU

                          - --------- - --- - -- - ------------ - ----- - --- - -----

              NTRUCK6 number of trucks needed                                                                                               14-0000    TRU




              PROORT6 production ra.   to


                       production rate    (CY/HR)            N                   260.0000                                                              CY/


              PRODRT6  production rate                                                                                                    260.0000 CY/




              TIMEI 6  total work hours


                       excavation quantity                   A 04             141400.0000        Divide by                                             CY
                       production rate                       W PRODRT6            260.0000)     R Round                                                CY/
                       (round UP to whole number)            N                     1.0000                                                              FAC


              TIME1 6  total work hours                                                                                                    544.0000    HRs




              TLOADF6  truck load factor
                       load factor                           N                     0.8000                                                              A

                       ----- -                    - --- - - -- - ------
              TLOADF6  truck load factor                                                                                                     0.8000    FAC





              LABOR ID: EBRO01     EQUIP ID: EBRO01                       Currency in DOLLARS                        CREW ID: EBRO01     UP9 IV: EBRO01










              Tue 27 Sep 1994                                        U.S. AMY Corps Of Enqineers                                                 TIME 10:16:01
                                                         PROJECT EBR001:      East BatOn Rouqu Psh Fees. - NED
                                                               East Baton Rouqe Parish Feasibility study                                    SETTINGS PACE     25
                                                                  D 09013002 04. Excavation for stone
                                                                               LINK LISTING


              D 09013002 04. Excavation for stone              REFERENCE         REF VALUE                OPERATOR      LOCAL INPUT           QUANTITY U014

              --- - ------



              TRKCAP6 truck capacity


                       truck capacity                          N                    ZO.0000                                                              CY


              TRKCAP6  truck capacity                                                                                                          20.CCOO CY




              TRKCYC6  truck cycle time


                       truck load time                         W LOADTIG             0.0617       + Add to                                               MR
                       haul distance                           W HAULD 6  4         22.0000       / Divide  by                                           MI
                       travel speed                            W TRKSPDG            39.3000)      + Add to                                               MPH
                       dump time                               W DUZ-VT16            0.0333                                                              MR

                                 . . . . . . . . . .

              TFLKCYC6 truck cycle time                                                                                                           0.6548 MR




              TRKHRS6  total truck hours


                       work time                               W TIME1 6            544.0000        Multiply by                                          MRS
                       number of trucks needed                 W XTRUCK6            14.0000                                                              TRO

                       ----------  - ------------------------------- - ----- - -------------------- - --

              TRKHRS6  total truck hours                                                                                                      7616.0000  HR




              TRKPAY6  truck payload - cY per cycle


                       truck capacity                          W TRKCAP6            20.0000         Multiply by                                          CY
                       truck load factor (80%)                 W TLOADF6             0.8000)      R Round                                                F hC
                       round number                            N                     1.0000                                                              CY

                       -1 ----- - ------------------------ --- -------- - -
              TRIEPAY6 truck payload - CY per cycle                                                                                              16.0000 CY




              TRKSPOG  truck speed


                       truck speed                             N                    39.3000                                                              "PH


              TRKSPD6  truck speed                                                                                                               39.3000 MPH




              WKTrME6  work time per hour


                       time efficiency per hour                N                     0.0300                                                              FAC

              WKTDM6   work time per hour                                                                                                         0.6300'@R



              E91      BACKHOE CAT 235 C 2.0 CY                W TIME1 6            544.0000 MRS * Multiply by                  1.0000         544.0000 MR
              EQ2      DOZER D-6 W/SLADZ                       W TIME1 6            544.0000 MRS * Multiply by                  1.5000         816.0000 MR
              E03      trailer truck. 20    cy, owner-op,      V TRKHR56          7616.0000 HR * Multiply by                    1.0000        7616.0000 MR



              LABOR ID: EBRO01       EQUIP ID: EBROOl                       Currency In DOLLARS                          CREW 10: EBROOl      UPS ID: capool











            Tue 27 Sep 1994                                        U.S. Amy Corps of enqinoers                                             Tn4E 10:L6:01
                                                       PROJECT EBRO01-     Cast Baton Rouqe Psh Feas. - NED
                                                            East Baton Rouqe Parish Feasibility Study                                 SETTINGS PAGE*
                                                               0 09013002 04. Excavation for stone
                                                                         ** LINK LISTING **

            ----------                                       --- - --- - - - -- - - ---- - ----- - ---- - -----
             0 09013002 04. Excavation for stone           REFERENCE          REF VALUE             OPERATOR       LOCAL INPUT          QUANTITY UOM



             EQ4      WATER TRUCK 2000 GAL                 W TIME1 6           544-0000  MRS   *Multiply  by             0.5000         272-0000   MR
             C05      MOTOR GRADER CAT 12-G                W TIME1 6           544-0000  MRS   *Multiply  by             0.5000         272-0000   OR
             L31      OILER                                A   EQ1             544-0000  MR    *Multiply  by             1.0000         544-0000   MR
             LB2      TRUCK  DRIVER                        A   EQ3             7616-0000 MR    *Multiply  by             1.0000         7616.0000  MR
             LB3      PEO-backhoe                          A   EQ1             544-0000  MR    *Multiply  by             1.0000         544.0000   MR
             L84      PEO-doz*r                            A   E02             616-0000  MR    *Multiply  by             1.0000         816.0000   MR
             LB6      PEO-motor qrader                     A   Eas             272.0000  MR    *Multiply  by             1.0000         272-0000   MR
             L87      TRUCK DRIVER - water truck           A   E04             272-0000  MR    *Multiply  by             1.0000         272.0000   MR
             LBO      LA30RER                              W TIM1 6            544-0000  MRS   *Multiply  by             2.0000         1088-0000  MR
            LB10      foreman 3 $26.50/hr                  W TIMEI 6           544.0000  MRS   *Multiply  by             1.0000         544-0000   MR


             E 09011502 02 Excavation

                                                                                                                                      143000.0000  cy


            DUMPTIG   dump tLme(in hours)


                      dump time(in minutes)                N                      2.0000        Divide by                                          MIN
                      minutes per hour                     N                      60.0000                                                          Kim


            DUMPT16   dump time(in hours)                                                                                                   0.0333 MR




            HAULD 6   haul distance (round trip)


                      haul distance ( 1 way                N                      8.0000        Multiply by
                      make round trip                      N                      2.0000                                                           MI

                                        - - --------                           ---- - ---- - ------- - --

            HAULD 6   haul distance (round trip)                                                                                           16.0000 MI




            LOADT16   load time (in hours)


                      load time (in minutes)               N                      2.6000        Divide by                                          MIN
                      minutes per hour                     N                     60.0000                                                           MIN


            LOADTI6   load time (in hours)                                                                                                  0.0433 HA




            NTRUCK6   number of trucks needed


                      production rate                      W PRODRT6 (         210.0000         Divide by                                          CY/
                      work time par hour                   W WKTIME6 (            0.8300        Divide by                                          MR
                      truck cycle time                     W TRKCYC6              0.6099        Multiply by                                        MR
                      truck payload                        W TRKPAY6              9.0000)       Multiply by                                        CY
                                                           N                      1.0000)      URound Up                                           TRU
                      round UP to whole number             N                      1.0000       +Add to
                      add 1 extra truck                    N                      1.0000


            NTRUCK6 number of trucks needed                                                                                               19.0000 TRU






            LABOR 10: EBRO01       EQUIP ZDs EBROOI                      Currency In DOLLARS                       CREW 10: EBROOl     VPB 10: EBROOl










          Tu* 27 Sep 1994                                      U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                   PROJECT EBROO13    Last Baton Rouq* pSh Fees. - NED
                                                        East Baton Rouge Parish Feasibility Study                               SETTINGS PACE   27
                                                                 E 09011502 02. Excavation
                                                                        LINK LISTING


           E 09011502 02. Excavation                    REFERENCE         RFF VALUE            OPERATOR      LOCAL INPUT          QUANTITY UOK




          PRODRT6 production    rate


                    production  rate (CY/HR)            N                   210.0000                                                       CY/


          PRODRT6   production  rate                                                                                              210.0000 cy/




          TIME1 6   total work  hours


                    excavation  quantity                N                143000.0000       Divide by                                       CY
                    production  rate                    W  PRODRT6         210.0000)     R Round                                           CY/
                    (round UP to whole number)          N                    1.0000                                                        FAC


          TIME1 6   total work hours                                                                                              661.0000 HRs




          TLOADF6   truck load factor


                    load factor                         N                    0.7500                                                        rAC

                                     -- - --- - --- - ------
       *LOADF6      truck load factor                                                                                               0.7500 rAc


          TRKCAP6   truck capacity


                    truck capacity                      N                   12.0000                                                        CY


          TRKCAP6   truck capacity                                                                                                 12.0000 CY



          TRKCYC6   truck cycle time


                    truck load time                     W LOADT16            0.0433      + Add to                                          RR
                    haul distance                       W HAULD 6           16.0000      / Divide by                                       KI
                    travel speed                        W TRKSPD6           30.0000)     + Add to                                          14PH
                    dump time                           W DUMPTI6            0.0333                                                        HR


          TRKCYC6   truck cycle time                                                                                                0.6099 HR




          TRKHRSG   total truck hours


                    work time                           W TIXEI 6           661.0000       Multiply by                                     HAS
                    number of trucks needed             W NTRUCK6           19.0000                                                        TRU


          TRXHRS6   total truck hours                                                                                            12939.0000'hR




          TRXPAY6   truck payload - CY per cycle


                    truck capacity                      W TRKCAPG           12.0000        Multiply by                                     CY



          LABOR ID- EBRO01      EQUIP IDI EBR001                    Currency in DOLLARS                      CREW ID* EBRO01    UPS ID: ESR00I










             Tue 21 Sap 1994                                          U.S. Army Corps of Engineers                                                TIME 10:16-01
                                                         PROJECT EBRO01:      Last Baton Rcuq* Psh Fees- - NED                                               0
                                                               East Baton Rouge Parish Feasibility Study                                     SETTINGS  PAGE   -d
                                                                        E o9oll502 02. Excavation
                                                                                LINK LISTING

                   --- - - ------    - - - ---- - --------------- --                                   - -----
              E 09011502 02. Excavation                       REFERENCE           REF VALUE              OPERATOR        LOCAL INPUT           QUANTITY UOM




                        truck load factor (75%)               W TLOADFG               0.7500)      R Round                                               FAC
                        round number                          N                       1.0000                                                             CY


             TRKPAY6    truck payload -'CY per cycle                                                                                             9.0000 Cy



             TRKSPOG    truck speed


                        truck speed                           N                      30.0000                                                             "PH


             TRKSPDG    truck speed                                                                                                              30.0000 MPH



             WKTIMEG    work time per hour


                        time efficiency per hour              N                       0.8300                                                             FAC


             WKTIME6    work time per hour                                                                                                        0.0300 HR



              E01       BACKHOE CAT 2258 1.   25 CY           W TIME1 6            681.0000   HRS  * Multiply  by              1.0000          681.0000  HR
              E02       DOZER D-6 W/SLADE                     W TIME1 6            681.0000   HRS  * Multiply  by              1.0000          661.0000  HR
              C03       Dump truck, 12 cy, own-op             W TRKHRS6           12939.0000  HR   * Multiply  by              1.0000        12939.0000  HR
              E04       WATER TRUCK 2000 GAL                  W TIME1 6            681.0000   HRS  * Multiply  by              0.5000          340.5000  HR
              E05       MOTOR GRADER CAT 12-G                 W T32-Ml 6           681.0000   HRS  * Multiply  by              0.5000          340.5000  HR
              LB1       OILER                                 A   E01              681.0000   HR   * Multiply  by              1.0000          681-0000  HR
              LS2       TRUCK  DRIVER                         A   E03             12939.0000  HR   * Multiply  by              1.0000        12939-0000  HR
              LB3       PEO-backhoe                           A   E01              681.0000   HR   * Multiply  by              1.0000          681-0000  HR
              LB4       PEO-dozer                             A   E02              681.0000   HR   * Multiply  by              1.0000          681-0000  HR
              LB6       PEO-motor grader                      A   EQ5              340.5000   HR   * Multiply  by              1.0000          340.5000  HR
              L87       TRUCK DRIVER - water truck            A   E94              340.5000   HR   * Multiply  by              1.0000          340.5000  KR
              LBS       LABORER                               W TIME1 6            681.0000   HRs  * Multiply  by              1.0000          681.0000  HR
              L89       flagman                               V TI!MEl 6           681.0000   HRS  * Multiply  by              1.OOOD          661.0000  HR
             LBIO       foreman  3 S26.50/hr                  W TIME1 6            681.0000   HRS  * Multiply  by              1.0000          661-0000  HR


              E 09013002 01 send (0* thick)
                                                                                                                                             13200.0000  cy



             DUMPTI6    dump time(in hours)


                        dump time(in minutes)                 N                       2.0000         Divide by                                           XIN
                        minutes per hour                      N                       60.0000


             DUMPT16    dump time(in hours)                                                                                                       0.0333 HR



             HAULD 6    haul distance (round trip)


                        haul distance ( 1 way                 N                       9.5000         Multiply by                                         KI
                        make round trip                       N                       2.0000                                                             MI




             LABOR 10: EBROOl       EQUIP.ID: EBRO01                        Currency in DOLLARS                          CREW IDs EBRO01       UPS M: EBRO01











            Tue 27 Sep 1994                                          U.S. Axmy corps of Engineers                                               TDM 10:16:01
                                                        PROJECT EBRO01:      East Baton Rouge Psh Fees. - NED
                                                              East Baton Rouge Parish Feasibility study                                    SETTINGS PAGE     29
                                                                     E 09013002 01. sand (8* thick)
                                                                           ** LINK LISTING **

             --------- -  - -------   - ------   - ------ - --- - ------ - - - ----------- -                                                           -------
             E 09013002 01. sand (81 thick)                  REFERENCE           REP VALUE              OPERATOR       LOCAL INPUT           QUANTITY UON

            ------------




            HAULD 6   haul distance (round trip)                                                                                              19.0000 MI




            LOADT16   load time (in hours)


                      load time (in minutes)                                        2.3000         Divide by                                           MIN
                      minutes par hour                       N                      60.0000                                                            MIN

                        ------ - --- - ----

            LOADTI6   load tIme (in hours)                                                                                                     0.0383  HR




            NTRUCK6   number of trucks needed


                      production rate                        W PRODRT6            210.0000        /Divide by                                           CY/
                      work time per hour                     N WKTIME6              0.8300        /Divide by                                           HR
                      truck cycle time                       W TRXCYC6              0.7502        *Multiply by                                         HR
                      truck payload                          W TRXPAY6              8.0000)       *Multiply by                                         CY
                                                             N                      1.0000)       URound Up                                            TRU
                      round UP to whole number               N                      1.0000        +Add to                                              TRU
                      add I extra truck                      N                      1.0000                                                             TRU

                       ----- - - - ------------ - -  - --------------------- - - - -

            NTRUCKS   number of trucks needed                                                                                                 25.0000  TRU




            PROORT6   production rate


                      production rate (CY/HR)                N                    210.'0000                                                            CY/

                                                 - --------------- - ------ - - ------ ----------

            PROORT6   production rate                                                                                                        210.000C Cy/




            TIMEI 6   total work hours


                      excavation quantity                    A 01                13200.0000        Divide by                                           CY
                      production rate                        W PRODRT6            210.0000)       R Round                                              CY/
                      (round UP to whole number)             N                      1.0000                                                             PAC


            TIME1 6 total work hours                                                                                                          63.0000  HRS




            TLOADF6   truck load factor


                      load factor                            N                      0.6667                                                             FAC

                                        - ------ - --- - ----------- - --- -      - ----

            TLOADF6 truck load factor                                                                                                          0.6667 PAC




            TRKCAP6 truck capacity


                      truck capacity                         N                      12.0000                                                            CY



            LABOR 10: EBRO01       EQUIP ID: EBROO1                        Currency In DOLLARS                         CRM 10: EBRO01       UPS ID: EBRO01










            Tun 27 sop 1994                                      U.S. Army corps of Enqlneers                                          TIME 10:16:01
                                                     PROJECT EBRO01:     East Baton RQUqe PSh Fees. - NED
                                                                                                                                   SETTI           10
                                                           East aaton Rouqe Parish Feasibility study                                   NGS PAGE*
                                                                 E 09013002 01. sand (9- thick)
                                                                          LINK LISTING

                                           -- - ------ - -
             E 09013002 02. sand (8- thick)               REFERENCE         REF VALUE             OPERATOR      LOCAL INPUT         QUANTITY UOM

                                     - - - ------ - -----




            TRKCA?6 truck capacity                                                                                                    12.0000 cy




            TRKCYC6   truck cycle time


                      truck load time                     W LOADT16            0.0363      + Add to                                           HR
                      haul distance                       W HAULD 6           19.0000      / Divide   by                                      KI
                      travel sp*"                         W TRKSPD6           28.0000)     + Add to                                           XPH
                      dump time                           W DUMPT16            0.0333                                                         HR

                                   - - - - ----- -- - ------------ ---------   - ----------

            TRKCYC6   truck cycle time                                                                                                 0.7502 HR




            TRKHRS6   total truck hours


                      work time                           W TIMEI 6           63.0000        Multiply by                                      HRS
                      number of trucks needed             N NTRUCK6           25.0000                                                         TRU

                                 --- - - ------------------
            TRKHRS6   total truck hours                                                                                              1575.0000H R0

            TRKPAYG   truck  payload - CY per cycle


                      truck  capacity                     W TRKCAP6           12.0000        Multiply by                                      CY
                      truck  load factor (80%)            W TLOADF6            0.6667)     R Round                                            FAC
                      round  number                       N                    1.0000                                                         CY


            7RKPAY6 truck    payload - CY per cycle                                                                                    8.0000 CY




            TRKSPD6   truck  speed


                      truck  speed                        N                   28.0000                                                         MPH


            TRKSPD6   truck  speed                                                                                                    28.0000 MPH




            WKTIM6    work time per hour


                      time efficiency per hour            N                    0.8300                                                         FAC


            NKTIME6   work time per hour                                                                                               0.9300 HR




                      sand material                       P                 13200.0000 CY  * Multiply  by            1.0000        13200.0000 Cy
             E01      BACKHOE CAT 2259 1.25 CY            W TIME1 6           63.0000  HRS * Multiply  by            1.0000           63.0000 wo
             E92      DOZER D-6 W/BLADE                   W TrME1 6           63.0000  HRS 0 Multiply  by            1.5000           94.5000 HR
             EQ3      DUMP TRUCK 12 CY                    W TRKHRS6          1575.0000 HR  - Multiply  by            1.0000          1575.0000 HR
             E04      WATER TRUCK 2000 GAL                W TrMEl 6           63.0000  HRS * Multiply  by            0.5000           31.5000 HR
             E05      MOTOR GRADER CAT 12-G               W TIM 6             63.0000  HRS * Multiply  by            0.5000           31.5000 HR



            LABOR ID: EBRO01     EQUIP ID: EBROOI                      Currency in DOLLARS                      CREW ID: EBRO01    UPS ID: EBR001









           Tue 27 sap 1994                                        U.S. Amy corps Of Engineers                                              TIM 10:16:01
                                                      PROJECT E3ROOl:     East Baton Rouge Pon F,,,. - NW
                                                           East Baton Rouge Parish Feasibility study                                 SETTINGS PAGE     31
                                                                  E 09013002 01. sand (8- thick)
                                                                           LINK LISTING


            E 09013002 01. sand (8- thick)                REFERENCE          REF VALUE               OPERATOR     LOCAL INPUT          QUANTITY UOM



            L81      OILER                                A   E01               63.0000  MR     *Multiply by            1.0000           63.OCOO  MR
            L92      TRUCK DRIVER                         A   EQ3             1575.0000  MR     *multiply by            1.0000          1575-OOOC MR
            L93      PEO-backhoo                          A   EQ1               63.0000  MR     *j4ultiply by           1.0000           63-0000  MR
            LB4      PEO-dozer                            A   E02               94.5000  MR     *Multiply by            1.0000           94.5000  MR
            LB6      PEO-motor grader                     A   EQ5               31-5000  MR     *Multiply by            1.0000           31.5000  MR
            LBI      TRUCK DRIVER - water truck           A   E04               31.5000  MR     *Multiply by            1.0000           31.5000  MR
            Las      LABORER                              W TIMEl 6             63.0000  MRS    *Multiply by            1.0000           63.0000  MR
            L99      flagman                              W TrMEl 6             63.0000  MRS    *Multiply by            1.0000           63.0000  MR
           LB10      foreman  3 $26.50/hr                 W TIME1 6             63.0000  MRS    *Multiply by            1.0000           63.0000  MR


            E 09019902 01 excavation
                                                                                                                                        6500.00oo cy


           DUMPT16 dump time(in hours)


                     dump time(in minutes)                                       2.0000         Divide by                                         MIN
                     minutes per hour                     N                     60.0000                                                           MIN


           DUMPT16   dump timelin hours)                                                                                                   0.0333 MR



           HAULD 6   haul  distance (round trip)


                     haul  distance ( 1 way               N                      8.0000         Multiply by                                       ml
                     make  round trip                     N                      2.0000                                                           MI

                                          ----- - -----

           HAULD 6 haul    distance (round trip)                                                                                         16.0000  MI




           LOADT16   load  time (in hours)


                     load  time (in minutes)              N                      3.2000         Divide by                                         MIN
                     minutes per hour                     N                     60.0000                                                           MIN


           LOADT16   load time (in hours)                                                                                                 0.0533 MR




           NTRUCK6   number of,trucks needed


                     production rat*                      W  PROORT6 (          170.0000        /Divide by                                        CY/
                     work time per hour                   W  WKTImEG (           0.8300         /Divide by                                        MR
                     truck cycle time                     W  TRKCYC6             0.6199         *Multiply by                                      MR
                     truck payload                        W  TRKPAY6             9.0000)        *Multiply by                                      CY
                                                          N                      1.0000)        URound Up                                         TRU
                     round UP to whole number             N                      1.0000         +Add to                                           TRU
                     add I extra truck                    N                      1.0000                                                           ITRU

                      - - --- - ------ - --
      104TRUCX6 number of trucks needed                                                                                                  16.0000  TRU


           PROORT6 production rate



           LABOR 10: EBROO1       EQUIP ID: EBROO1                      Currency in DOLLARS                        CREW ID: EBROOl     UPS rD: FBRO01









           Tue 27 Sap 1994                                      U.S. Army corps of Enqineers                                          TIME 10.16:01
                                                    PROJECT EBRO01:     East Baton ROL3q6 Pah Feas. - NED
                                                          East Baton Rouqs, Parish Feasibility Study                             SETTINGS PAGEO
                                                                   E OgoJ9902 01. excavation
                                                                         LINK LISTING

                                                                                                                                     - -- - -------
            E 09019902 01. excavation                    REFERENCE         REF VALUE             OPERATOR      LOCAL INPUT         QUANTITY UOM



                     production rate (CY/HR)             N                   170.0000                                                        CY/


           PRODRTG   production rate                                                                                               170.0000 cy/




           TDIEl 6   total work hours


                     excavation quantity                 N                  6500.0000        Divide by                                       CY
                     production rate                     W  PRODRT6          170.0000)     R Round                                           CY/
                     (round UP to whole number)          N                     1.0000                                                        FAC

                                             - -- - -- - ----------                                                        - ---- - - ----------

           TD[El 6 total work hours                                                                                                  38-0000 HRS




           TLOADF6 truck load factor


                     load factor                         N                     0.7500                                                        FAC


           TLOADF6 truck load factor                                                                                                  0.7500 FAc




           TRKCAP6   truck  capacity


                     truck  capacity                     N                    12.0000                                                        CY


           TRKCAP6   truck  capacity                                                                                                 12.0000 cy




           TRKCYCG   truck cycle time


                     truck load time                     W LOADTI6             0.0533      + Add to                                          HR
                     haul distance                       W HAULD 6            16.0000        Divide by                                       MI
                     travel speed                        W TRKSPD6            30.0000)     + Add to                                          MPH
                     dump time                           V DUMPT16             0.0333                                                        HR


           TRKCYC6   truck cycle time                                                                                                 0.6199 HR




           TRKHR56   total truck hours


                     work time                           W TIME1 6            38.0000        Multiply by                                     HRS
                     number of trucks needed             W NTRUCK6            16.0000                                                        TRU


           TRKHRS6   total truck hours                                                                                              608.0000 HR




           TRXPAY6   truck payload - CY par cycle


                     truck capacity                      W TRKCAP6            12.0000        Multiply by                                     CY
                     truck load factor (80%)             W TLOADF6             0.7500)     R Round                                           FAC
                     round number                        N                     1.0000                                                        CY




           LABOR rD: EBRO01      EQUIP ID: EBROOl                     Currency in DOLLARS                      CREW IDz EBRO01     UPS ID: EBR001










            Tut 27 Sep 1994                                    U.S. Army Corps of Engineers                                          TIME 10:16:01
                                                    PROJECT EBR001.,   East Baton Rouge Psh Fees. - NED
                                                         East Baton Rougo Parish Feasibility Study                              SETTINGS PACE    33
                                                                  E 09019902 01. sxc&vation
                                                                     ** LINK LISTING

                                                            - ----- - -----
            E 09019902 01. excavation                   REFERENCE         REF VALUE              OPERATOR     LOCAL INPUT            QUANTITY UOM




            TRXPAYG truck payload    CY per cycle                                                                                    9.0000 CY



            TRKSPD6 truck speed


                    truck speed                         N                     30.0000                                                        MPH


            TRKSPD6 truck speed                                                                                                      30.0000 MPH




            WKTIMEG work time per hour


                    time efficiency per hour            N                     0.8300                                                         FAC

                                    ----- - - ---------- - -- - - ------ - -
            WaIME6  work time per hour                                                                                               0.8300  HR



            EO1     BACKHOE CAT 2259 1.25 CY            W TIME1 6             38.0000 MRS  *multiply  by            1.0000           38.0000 RR
            E02     DOZER 0-6 W/BLA.DE                  W T 11-M 1 6          38.0000 MRS  *Multiply  by            1.0000           38.0000 HR
            E03     Dump truck. 12 cy, own-op           W TRKHRS6            608.0000 MR   *Multiply  by            1.0000           608.0000 MR
            E04     WATER TRUCK 2000 GAL                W TrMEl 6             38.0000 MRS  *Multiply  by            0.5000           19.0000 MR
            E05     MOTOR GRADER CAT 12-G               W TIME1 6             38.0000 MRS  *Multiply  by            0.5000           19.0000 MR
            LBI     OILER                               A   EQ1               38.0000 MR   *Multiply  by            1.0000           30.0000 MR
            L32     TRUCK  DRIVER                       A   E03              608.0000 MR   *Multiply  by            1.0000           608.0000 MR
            LS3     PEO-backhoe                         A   E01               38.0000 MR   *Multiply  by            1.0000           38.0000 MR
            L34     PEO-dozor                           A   F02               38.0000 MR   *Multiply  by            1.0000           38.0000 MR
            LB6     PEO-motor grader                    A   E05               19.0000 MR   *Multiply  by            1.0000           19.0000 HR
            LB7     TRUCK DRIVER - water truck          A   E04               19.0000 MR   *Multiply  by            1.0000           19.0000 MR
            L38     LABORER                             W TIME1 6             38.0000 MRS  *Multiply  by            1.0000           38.OOCO HR
            LB9     f@agmen                             W TIME1 6             38.0000 MRS  *Multiply  by            1.0000           38.0000 HR
            L810    foreman  3 $26.50/hr                W TIME1 6             38.0000 MRS  *Multiply  by            1.0000           38.OOOC HR


            E 09019902 03 Crushed stone
                                                                                                                                     9000.0000 TON



            DUMPT16 dump time(in hours)


                    dump timo(in minutes)               N                     2.0000        Divide by                                        MIN
                    minutes per hour                                          60.0000                                                        MIN


            DUMPTI6 dump timefin hours)                                                                                              0.0333  MR




            HAULD 6 haul distance (round trip)


                    haul distance ( 1 way               N                     11.5000       Multiply by                                      MI
                    make round trip                     N                     2.0000                                                         mi

                                                      -- - - ------
            KAULD 6 haul distance (round trip)                                                                                       23.0000 MI




            LABOR ID: EBROO1    EQUIP IV: EBRO01                     Currency in DOLLARS                      CREW 10: EBRO01        UPS ID: EBRO01










             Tue 27 Sep 1994                                      U.S. Army Corps of Engineers                                             TIME 10:16:01
                                                      PR=CT EBRO01:       East 56tOn Rouge Psh Fees- - NED
                                                            Cast Baton Rouge Parish Feasibility study                                SETTINGS PACE
                                                                    E 09019902 03. Crushed $tons
                                                                           LINK LISTING


             E 09019902 03. Crushed stone                   REFERENCE         REF VALUE             OPERATOR       LOCAL INPUT          QUANTITY UOM




             LOADTIG load time (in hours)


                       load time (in minutes)               N                     4.0000        6ivide by                                         MIN
                       minutes per hour                     N                     60.0000                                                         MIN


             LOADT16   load timai (in hours)                                                                                              0.0667  HR




             NTRUCK6   number of trucks needed


                       production rate                      WPRODRT6            180.0000        Divide by                                         TNI
                       work time per hour                   WWKTIME6              0.8300        Divide by                                         HR
                       truck cycle time                     WTRXCYC6              0.7250        Multiply by                                       HR
                       truck payload                        WTR',,@-AY6           12.0000)      Multiply by                                       TOM
                                                            N                     1.0000)     U Round Up                                          TRU
                       round UP to whole number             N                     1.0000      + Add to                                            TRU
                       add 1 extra truck                    N                     1.0000                                                          TRU


             NTRUCK6 number of trucks needed                                                                                              15.0000 TRU




             PRODRT6 production rate


                       production rate   (TN/HR)            N                   180.0000                                                          TH/


             PRODRT6   production rate                                                                                                  180.0000 TNI




             TIME1 6   total work hours


                       excavation quantity                  N                  9500.0000        Divide by                                         TON
                       production rate                      WPROORT6            180.0000)     R Round                                             TN/
                       (round UP to whole number)           N                     1.0000                                                          FAC


             TIME1 6   total work hours                                                                                                   53.0000 HRS




             TLOADF6   truck load factor


                       load factor                          N                     0.6670                                                          FAC


             TLOADF6   truck load factor                                                                                                   0.6670 FAC




             TRKCAPG   truck capacity


                       truck capacity                       N                     16.0000


             TRKCAP6 truck capacity                                                                                                       18.0000 TON





             LABOR ID: EBROOI     EQUIP ID: EBROOl                       Currency in DOLLARS                       CREW rD: EBRO01     UPS IDs EBRO01










            Tue 27 sop 1994                                      U.S. Army corps of Engineers                                             TDS 10:16:01
                                                     PROJECT EBR001:     cast Satan Rouge Psh Feas. - NW
                                                           East Baton Rouge Parish Feasibility Study                                 SETTINGS PAGE    35
                                                                   E 09019902 03. Crushed stone
                                                                          LINK LISTING **

                                                                                        - - ------ - ------------------ - - ----
            E 09019902 03. Crushed Stone                  REFERENCE          REF VALUE              OPERATOR      LOCAL INPUT           QUANTITY U014




            TRKCYC6  truck cycle time


                     truck load time                      W LOADTI6             0.0667        +Add to                                             HR
                     haul distance                        V HAULD 6             23.0000       / Divide  by                                        KI
                     travel speed                         V TRKSPD6             36.8000)      + Add to                                            MPH
                     dump t ime                           W DU14PTIG            0.0333                                                            HR


            TRXCYC6  truck cycle time                                                                                                    0.7250   RR




            TRKHRS6  total truck hours


                     work time                            N TIME1 6             53.0000       * Multiply by                                       FIRS
                                                                '2X6
                     number of trucks needed              W NTR                 15.0000                                                           TRU

                                               - --- - ---- - ----                   - ----- ------- - -----------------

            TRKHRs6  total truck hours                                                                                                  795.0000  HR




            TRXPAY6  truck payload - CY per cycle


                     truck capacity                       W TRKCAP6             18.0000        Multiply by                                        TON
                     truck load factor (80%)              W TLOADF6             0.6670)       R Round                                             FAC
                     round number                         N                     1.0000                                                            TON


            TRKPAY6  truck payload - CY per cycle                                                                                        12.0000  TON



            TRKSPD6  truck speed


                     truck speed                          N                     36.8000                                                           MPH

                                  - ---------                       - - ------------- - ------ - -- - - - --------
            TRXSP06  truck speed                                                                                                         36.800C MPH



            WKTIxE6  work time per hour


                     time efficiency per hour             N                     0.&300                                                            FAC


            wKTrxE6  work ties per hour                                                                                                    0.8300 HR



            E01      aACKNOE, HITACHI UH083 1.13 CY       W TIME1 6             53.0000 HRS   *Multiply  by             1.0000           53.0000  HR
            EQ2      DOZER D-6 N/BLAD9                    N TIMI 6              53.0000 HR3   *Multiply  by             1.0000           53.0000  HR
            EQ3      Dump truck, 12 cy, own-op            N TRKHRS6             795.0000 HR   *Multiply  by             1.0000          795.0000  HR
            LB2      TRUCK DRIVER                         A E03                 795.0000 HR   *Multiply  by             1.0000          795.0000  HR
            LB3      PEO-backhoo                          A E91                 53.0000 HR    *Multiply  by             1.0000           53.0000  A
              B4     PEO-dozer                            A E02                 53.0000 HR    *Multiply  by             1.0000           53.0000  HR
            L'Be     LABORER                              W TIME1 6             53.0000 HRS   * -Multiply by            1.0000           53.0000  HR
            LB10     foreman 3    326.50/hr               W TIME1 6             53.0000 HRS   * Multiply by             1.0000           53.0000-HR





            LABOR ID: ZSR001      EQUIP 10% EBROO1                     Currency in DOLLARS                        CREW ID: EBRO01     UPS ID: EBR001









             Tue 27 Sep 1994                                          U.S. Army corps of Engineers                                                TIM 10:16:0:
                                                         PROJECT EBR001:      Cast Baton Rouge Pah Feas. - NED
                                                               East Baton Rouge Parish Feasibility Study                                    SETTINGS    PACE
                                                                    E 09019902 04. Obstruction Removal
                                                                               LINK LISTING


              E 09019902 04. Obstruction Removal               REFERENCE          REF VALUE              OPERATOR        LOCAL  INPUT          QUANTITY UOM




              E 09019902 04 Obstruction Removal
                                                                                                                                             5600.0000 LF


             DUMPT16   dump time(in hours)


                       dump tim*(in minutes)                   N                     2.0000         Divide by                                            MIN
                       minutes per hour                        N                    60.0000                                                              MIN


             DUMPT16   dump t1me(in hours)                                                                                                        0.0333 HR




             HAULD 6   haul d1stance (round trip)


                       haul distance ( 1 way                   N                    18.5000         Multiply by                                          MI
                       make  round trip                        N                     2.0000                                                              MI


             KAULO 6   haul  distance (round trip)                                                                                               37.0000 mr


             LOADT16   load  time (in hours)                                                                                                                 0
                       load  time (in minutes)                 N                    12.0000         Divide by                                            MIN
                       minutes per hour                        N                    60.0000                                                              KIM

                                                        -- - ------- -

             LOAOTI6   load time (in hours)                                                                                                       0.2000 HR




             NTRUCK6   number of trucks needed


                       production rate                         NPRODRT6             30.0000        /Divide by                                            -N/
                       work time per hour                      WWKTIME6              0.8300        /Divide by                                            HR
                       truck cycle time                        WTFLKCYC6             0.9993        *Multiply by                                          HR
                       truck payload                           WTRKPAY6              6.0000)       *Multiply by                                          Tu
                                                               N                     1.0000)       URound Up                                             TRU
                       round UP to whole number                N                     1.0000        +Add to                                               TRU
                                                               N                     0.0000                                                              TRU


             NTRUCK6   number of trucks needed                                                                                                    7.0000 TRu




             PRODRT6   production rate


                       production   rate fTN/HR)               N                    30.0000                                                              Ty/


             PRODRT6   production   rate                                                                                                         30.0000 TV/




             TIMEJ 6   total work   hours


                       excavation   quantity                   N                   1890.0000        Divide by                                            TON
                       production   rate                       9 PRODRT6            30.0000)       R Round                                               TX/



             LA13OR 10: ERRO01      EQUIP ID: EBRO01                        Currency in DOLLARS                         CREW 10* Wool        Ups 0, "Rool










           Tus, 27 sop 1994                                          U.S. Army Corps of Engineers                                               TI?M 10:16:01
                                                        PROJECT EBRO01:      East Baton Rouge Psh Fees. - NO
                                                              Cast Baton Rouge Pariah Feasibility Study                                    SETTMW PACE       37
                                                                  E 09019902 04. Obstruction Rmoval
                                                                              LINK LISTING


            E 09019902 04. Obstruction Removal               REFERENCE          REF VALUE               OPERATOR       LOCAL INPUT           QUANTITY UOM




                      (round UP to whole numb*r)             N                      1.0000                                                              FAC


           TI?M1 6    total work hours                                                                                                        63.0000 HRS




           TLOADF6    truck load factor


                      load factor                            N                      0.3333                                                              FAC


           TLOADF6 truck load factor                                                                                                            0.3333  rAc




           TRKCAPS truck capacity


                      truck capacity                         N                     18.0000                                                              TOM


           TRKCAP6    truck capacity                                                                                                            18.0000 CY




           ,RKCYCfi   truck cycle time


                      truck load time                        W LOADTIG              0.2000       + Add to                                               HR
                      haul distance                          W HAULD 6             37.0000       / Divide  by                                           KI
                      travel speed                           W TRKSPDG             48.30001      + Add to                                               MPH
                      dump time                              W DUMPTIG              0.0333                                                              HR

                                 - - - -------       ----------

           TRKCYC6    truck cycle time                                                                                                           0.9993 HR




           TFLKHRS6   total truck hours


                      work time                              W TIME1 6             63.0000         multiply by                                          HRS
                      number of trucks needed                W NTRUCK6              7.0000                                                              TRU


           TRKHRS6    total truck hours                                                                                                        441.0000 HR




           TRKPAY6    truck payload - TN per cycle


                      truck capacity                         W TRKCAPG             16.0000         Multiply by                                          TON
                      truck  load factor (330)               W TLOADF6              0.3333)      R Round                                                FAC
                      round  number                          N                      1.0000                                                              TON


           TRKPAY6    truck  payload - TK per cycle                                                                                              6.0000 TON



             RKSP06   truck  speed


                      truck  speed                           N                     48.3000                                                              MPH


           TRKSPD6 truck     speed                                                                                                             40.3000 MPH


                                                  41P
           LABOR IV: EBROO1        EQUIP ID: EBROO1                        Currency in DOLLARS                         CREW ID: EBROO1      UPS M: EBROOI










             Tue 27 Sep 1994                                          U.S. Azwy corps of Engineers                                               TIME 10:16:01
                                                         PROJECT EBRO01:      East 3&tOn Rouge Psh Fees. - NO
                                                               FAst Baton Rouge Parish Feasibility Study                                    SETTINGS PAGE
                                                                   E 09019902 04. Obstruction Removal
                                                                               LINK LISTING

             --------------  - - - ---------- - --
              E 09019902 04. Obstruction Removal              REFERENCE          REF VALUE               OPERATOR       LOCAL INPU7           QUANTITY Uo"




                       work time per hour


                       time efficiency par hour               N                       0.6300                                                             FAC


             WKTIME6   work time per hour                                                                                                        0.8300  MR



                       BACKHOE CAT 225B 1.25 CY               W TIMEI 6             63.0000  MRS   *Multiply   by             1.0000            63.0000  MR
                       PEO-backhoe                            W TIME1 6             63.0000  MRS   *Multiply   by             1.0000            63.0000  MR
              E01      BACKHOE CAT   225B 1.25 CY             W TIIMEJ 6            63.0000  MRS   *Multiply   by             1.0000            63-0000  HR
              E02      DOZER D-6 W/BLADE                      W TIMEJ 6             63-0000  MRS   -Multiply   by             1.5000            94.5000  MR
              E03      Dump truck, 12 cy, own-op              W TRKHRS6             441.0000 MR    *Multiply   by             1.0000           441-0000  MR
              E04      WATER TRUCK 2000 GAL                   W TIME1 6             63.0000  MRS   *Multiply   by             0.5000            31-.5000 MR
              EGS      MOTOR GRADER CAT 12-G                  W TTY,77r@ 6          63-0000  MRS   *Multiply   by             0.5000            31-5000  MR
              LSI      OILER                                  A  E91                63.0000  MR    *Multiply   by             1.0000            61-OOCO  MR
              Ls2      TRUCK  DRIVER                          A  E03                441-0000 MR    *Multiply   by             1.0000           441.0000  MR
              LB3      PEO-backhoe                            A  E01                63-0000  MR    *Multiply   by             1.0000            63-00co  MR
              L84      PEO-dozor                              A  EQ2                94-5000  MR    *Multiply   by             1.0000            94-5000  MR
              L96      PEO--motor grader                      A  E05                31-5000  MR    *Multiply   by             1.0000            31-5000  MR
              LB7      TRUCK DRIVER - water truck             A  E04                31-5000  MR    *Multiply   by             1.0000            31-5000  MR
              LBS      LABORER                                W TIMEJ 6             63-0000  MRS   -Multiply   by             1.0000            63.0000  MR
              L99      flagman                                W TIME1 6             63-0000  MRS   *Multiply   by             1.0000            63-0000  MR
             LBIO      foreman  3 $26.50/hr                   W TIME1 6             63.0000  MRS   *Multiply   by             1.0000            63.0000  MR




































             LABOR ID: EBRO01       EQUIP 10: EBROO1.                       Currency in DOLLARS                         CREW ID: EBRO01      UPS ID: EBROO1












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                                                                            GAYLOFIDINo. 2333                                   PRINTED IN J,SA










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