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








                                                           1300K NO.
                                                           CONTRACT NO. 68654
                                                           FILE NO. 1805
                   To LL10

            Seawall Edge                                   PHASE ONE
        C
         93- CITY OF DETROIT
       ;F   Coleman A. Young, Mayor
       cr-


       ro









        v1  CITY OF DETROIT
            RECREATION DEPARTMENT
            Landscape Design Unit
            735 Randolph Street, Room 2001
            Detroit, Michigan 48226


            Prepared By:

            SCHERVISH VOGEL MERZ, P. C.         LBA CONSULTING ENGINEERS
            Architects/ Landscape Architects/Planners 29580 Northwestern, Suite 100
            311 E. Grand River                  Southfield, Michigan 48034
            Detroit, Michigan 48226

                -ONSULTANTS, LTD.               CHARLES S. DAVIS & ASSOCIATES
           SB    illac Square, Suite 2223       220 Bagley, Suite 700
           482    Michigan 48226                Detroit, Michigan 48226
           M52
           D53
           1991
            M
            PA R K
















           phase I


0







             SVM-8801	                                                                        Page 1 of 1
             Mt. Elliott Park




                                                 ADDENDUM No. 2
                                                    July 10, 1991



             RE:            Mt. Elliott Park
                            Seawall Edge - Phase One

             FROM:          Schervish Vogel Merz, P.C.
                            Architects, Landscape Architects, Planners
                            311 East Grand River
                            Detroit, Michigan 48226
                            (313) 965-3100


             This Addendum forms a part of the construction bid documents and modifies the original
             drawings and specifications dated July 8, 1991 as follows:





                            ADVERTISEMENT: PREBID CONFERENCE



                            The prebid conference will be held on Tuesday July 16, 1991
                            at 2pm. The location remains the same as indicated in the
                            advertisement for bids, 203 Mt. Elliott, Detroit Michigan.





                                            END OF ADDENDUM NO. 2


                                 This document was prepared in part through financial
                                 assistance provided by the Office of Ocean and
                                 Coastal Resource Management, National Oceanic
                                 and Atmospheric Administration authorized by
                                 the Coastal Zone Management Act of 1972



                                           US Department of Commerce
                                      NOAA Coastal Services Center Library
                                            2234 south Hobson Avenue
                                             Charleston, SC 29405-2413
 













                    SVM-8801
                    Mt. Elliott Park                             Page 1 of 1



                                        ADDENDUM NO. 1
                                          June 25, 1991



                    RE:       Mt. Elliott Park
                              Seawall Edge - Phase One


                    FROM:     Schervish Vogel Merz, P.C.
                              Architects, Landscape Architects, Planners
                              311 East Grand River
                              Detroit, Michigan 48226
                              (313) 965-3100


                    This Adddendum forms a part of the construction bid documents and
                    modifies the original Drawings dated 1991 and Specifications
                    dated     ) 1991 as follows:



                    Part III: Drawings

                    S-2  Structural Steel Details


                         1.   Detail 10-Concrete Spandrel on Existing Concrete Seawall:
                              Delete 6" diameter by 3" deep keys at 4' - 0" O.C. and
                              substitute with 8" diameter by 3" deep keys at 3' - 0" O.C.






                                     END OF ADDENDUM NO. 1






















                                             PROJECT MANUAL
                                        FOR THE CONSTRUCTION OF
                                             MT. ELLIOTT PARK
                                            DETROIT, MICHIGAN



                                             CITY OF DETROIT
                                        RECREATION DEPARTMENT
                                         LANDSCAPE DESIGN UNIT
                                    735 RANDOLPH STREET, ROOM 2001
                                         DETROIT, MICHIGAN 48226
                                                (313) 224-1145

                                           DANIEL H. KRICHBAUM
                                                 DIRECTOR



                                      SCHERVISH VOGEL MERZ, P.C.
                            ARCHITECTS/ LAN DSCAP E ARCHITECTS/ PLAN N ERS
                                            311 E. GRAND RIVER
                                         DETROIT, MICHIGAN 48226
                                                (313) 965-3100


                                         NTH CONSULTANTS, LTD.
                                     65 CADILLAC SQUARE, SUITE 2223
                                         DETROIT, MICHIGAN 48226
                                                (313) 965-0036


                                       LBA CONSULTING ENGINEERS
                                     29580 NORTHWESTERN, SUITE 100
                                       SOUTHFIELD, MICHIGAN 48034
                                                (313) 356-1210


                                    CHARLES S. DAVIS & ASSOCIATES
                                           220 BAGLEY, SUITE 700
                                         DETROIT, MICHIGAN 48226
                                                (313) 963-7565










                                               TABLE OF CONTENTS




                                             PART 1: CONTRACT FORMS



             Advertisement                                                                        AD.1-AD.2

             Special Conditions                                                                  SC. 1 -SC.4

             Proposal - Part I     PROPOSAL BID FORMS
                                   (a)     Lump Sum Bid                              P1-1, P1-2,P1-3, P1-4
                                   (b)     Unit Price Bids                                P1-5, P1-6, P1-7
                                   (c)     Alternates                                             P1-8,131-9
                                   (d)     Contractors Qualifications Statement               P1-10, P1-11
                                   (e)     Contractor's Qualifications Statement     AIA305 1986:1 thru 6

             Proposal - Part 11    CONDITIONS                                                        P.2-P.3

             Proposal - Part III   NAMES, ADDRESS, LEGAL STATUS,
                                    AND SIGNATURE OF BIDDER                                          P.4-P.5

             Special Notice to Bidders                                                       SNB.1-SNB.14

             Standard Instructions to Bidders

             General Conditions                                                                         1-30

             Appendix D                                                          MBE Subcontractor Data
             Appendix E                                                                Executive Order 22
             Appendix F                                                           Non-Collusion Affidavits
             Appendix G                                              City of Detroit Human Rights Forms
             Appendix H                                                                  Acknowledgement
             Appendix I                                                Sole Proprietor Acknowledgement
             Appendix J                                                 Resolution of Corporate Authority
             Appendix K                                                Certificate of Pertnership Authority
             Appendix. L                                               City of Detroit Ordinance No. 29 -90

             Irrevocable Bank Letter of Credit
             Bid Bond
             Performance Bond
             Payment Bond









               SVM-8001                                                                                    TC-2
               Mt. Elliott Park



               Agreement

                       1 .    The Contract                                                                 A. 1
                       2.     Work Included
                       3.     "rime Provisions
                       4.     Liquidate Damages
                       5.     The Contract Price                                                           A. 2
                       6.     Detailed Estimate
                       7.     Progress Payments
                       8.     Acceptance and Final Payment
                              A.     Contractor's Notification of Completion
                              B.     Contractor's Affidavits and Guarantees
                              C.     Verified Statement of Claims
                              D.     Engineer's Inspection and Final Estimate                              A. 3
                              E.     Approval of Final Payment
                              F.     Acceptance of Final Payment
                              G.     Substantial Completion Payment

              Agreement Signature Page                                                                     A. 4









             SVM-8001                                                                          TC-3
             Mt. Elliott Park




                                            TABLE OF CONTENT




                   PART 11: GENERAL REQUIREMENTS AND TECHNICAL SPECIFICATIONS


             Division One: General Requirements

             aectio              Title

             01010               Summary of Work
             01100               Alternates
             01200               Project Meetings
             01300               Submittals
             01500               Temp Facilibes
                                 and Temporary Controls
             01533               Tree Protection
             01700               Project Closeout
                                 General Specifications

             Division Two: Technical Specifications

             @iectio             Title

             02010               Subsurface Conditions
             02100               Clearing and Demolition
             02200               Earthwork
             02360               Driven Piling
             02500               Site Utilities
             02930               Seeding
             03300               Concrete Work and Reinforcement
             05100               Structural Metal Framing
             05313               Steel Floor Deck
             05500               Metal Fabrication
             09900               Painting









            SVM-8001                                                                   TC-4
            Mt. Elliott Park




                                        TABLE OF CONTENT




                                         PART III: DRAWINGS



                                           Contract Drawings

            Drawings included wfthin this Table of Contents are contained under separate cover

            Sheet No.         Title

                              Cover Sheet and Drawing List
            Ll                General Development Plan
            L2                Survey
            L3                Survey
            L4                Survey
            Sci               Site Cleaning & Erosion Control Plan
            L5                Seawall & Walkway Layout & Grading
            L6                Seawall & Walkway Layout & Grading
            L7                Details
            S1                Structural Steel Layout
            S2                Structural Steel Details
















                             PART 1: CONTRACT FORMS












              SVM-8801                                                                                   AD-1
              Mt. Elliott Park



                                                   ADVERTISEMEN


                                                  MT. ELLIOTT PARK
                                                      SITE WORK
                                             RECREATION DEPARTMENT
                                            CITY OF DETROIT, MICHIGAN
                                                  FILE NO. 1805

              Sealed proposal for a lump sum bid from OUALIFIED CONTRACTORS ONLY to
              complete Site Work at Mt. Elliott Park located in the City of Detroit at the foot of Mt Elliott
              Street, at the Detroit River, east of the Coast Guard property, south of W`ight Street will
              be received at the Finance Department, Purchasing Division, 912 City-County Building,
              Detroit, Michigan 48226, until 2:00 pm, Detroit time, on Wed. July 31, 1991 , at which
              time all bids will be publicly opened and read aloud.

              A minimum of 20% of the total contract amount shall be subcontracted to Minority
              Business Enterprises (MBE) who have obtained certification from the Contract
              Compliance Division (CCD) prior to the time of the bid opening.

              The Contractor must ensure that employees and applicants for employment are not
              discriminated against because of race, creed, color or national origin.

              In accordance with Executive order No. 22, worker hours on any construction project
              funded in whole or in part by city, state, or federal funds shall be performed by not less
              than 50% Detroit residents, not less than 25% minorities and at least 5% women. Where
              possible, there percentages shall be applied on craft-by-craft basis. For purposes of
              Executive Order No. 22, worker hours shall include work performed by persons filling
              apprenticeship and on-the@ob training positions.

              DESCRIPT10N OF WOR

              The work consists of furnishing all required materials, equipment, tools, full time
              supervision and labor necessary for and incidental to the Site Work of Mt Elliott Park
              edge. This work generally includes the following:

              SITE WORK

              Earthwork, concrete rubble relocation and cleanup, site drainage piping, site drainage
              structure adjustment, placement of blank PVC conduit for future utilities, driving steel
              pilings, structural steel erection, poured in place reinforced structural concrete, exposed
              aggregate concrete flatwork, concrete encasement of structural steel, galvanized steel
              handrailing, painting of primed steel structure and galvanized handrail, hydro-seeding, and
              PVC coated chain link fencing, for the construction of approximately 600 If of seawall and
              concrete rip-rap Detroit River edge improvements.











               SVM-8801                                                                                AD-2
               Mt. Elliott Park



               EXAMINATION AND PROCUREMENT OF DOCUMENTS

               The Bid documents, which must be used in subrnitting a proposal, may be examined at
               the Recreation Department, Landscape Design Unit, Room 2001 Water Board Building,
               735 Randolph Street, Detroit, Michigan 48226, during regular business hours, 8:00 am to
               4:00 pm. Copies may be obtained for a $100.00 non-refundabi deposit per set. A set
               will consist of two copies of bid forms and specifications and three copies of drawings.
               Make checks used for bidding documents payable to "Treasurer, CijY of Detroit".

               PREBID CONFERENCE

               A pre-bid conference will be held at the site, 203 Mt. Elliott, Detroit, Michigan. A
               notiflcation will be announced in an Addendum. The purposs of the conference is to
               allow Bidders the opportunity to ask questions concerning the Bid Documents. Call 224-
               1145 for directions.


               BID SECURITY

               Each proposal must be accompanied by a certified check, bank draft, irrevocable Bank
               Letter of Credit, payable to the City of Detroit, or a satisfactory surety bid bond in an
               amount not less than five (5%) percent of the total bid price as guarantee and security
               by a guaranty or security company listed in the listed in the latest issue of the U. S.
               Treasury Form 570. The amount of such Bid Bond shall be within the maximum amount
               specified for such company in said form 570. No bid shall be considered unless it is
               accompanied by the required guaranty.

               Checks must be made payable to the 7reasurer, Q4 of Detroftn
               No proposal once submitted may be withdrawn for at least 120 days after the actual
               opening of the bids. 'the City of Detroft reserves the right to waive any irregularity in any
               bid, or to reject any or all bids, should it be deemed for its best interest.

               CITY OF DETROIT



               Oreese Collins, Jr., Director
               Finance Department, Purchasing Division


               Daniel H. Krichbaum, Director
               Recreation Department










             SVM-8801                                                                                  SC-1
             Mt. Elliott Park



                                               SPECIAL CONDITIONS

             1.      ORDINANCES/DEFINITIONS. Copies of all related ordinances, executive orders,
                     and definitions of all items including NSheltered Marked Programn, "Minority
                     Business Enterprise" (MBE), "Woman-owned Business Enterprise" (WBE), "Small
                     Business Enterprise (SBE), *Detroh-based Business, *Minorityw and " Residentn are
                     available upon request by calling the Purchasing Division at 224-4600.

             The following definitions shall apply to the formal Bid document and all attachments:

             city    -      The City of Detroit acting through the Purchasing Director.

             CCD -          Contract Compliance Division of the City of Detroit's Finance Department.

             Bidder-        The person or entity so named in the Formal Bid Document, or their
                            authorized representative.

             2.      ELIGIBLE BIDDERS. An "Xu below indicates the classification of bidders that the
                     City has determined to be eligible to complete for this contract.

                     2.1    Competition for this contract is open
                            to all qualified bidders.                                                    N

                     2.2    Competition for this contract is restricted
                            per Ordinance No. 559-H to under Sheltered
                            Market Program participants, in which the
                            minority business enterprise participant
                            has obtained certification by the Contract
                            Compliahce Division (CCD) prior to the
                            Bid due date.

                            Minority Business Enterprise

                            Woman-owned Business Enterprise

                            Small Business Enterprise

                     2.3    Competition for this contract is restricted
                            per ordinance No. 559-H to minority joint
                            ventures, under the Sheltered Market Program,
                            in which the minority business enterprise
                            participant has obtained certification by the
                            Contract Compliance Division (CCD) prior to
                            the Bid due date.











            SVM-8801                                                                       SC-2
            Mt. Elliott Park


                   2.4   Competition for this contract is restricted
                         per Ordinance No. 52-H to Detroit-based
                         Business.

            3.     SUBCONTRACTOR U-nLIZATION REQUIREMENTS. The City has
                   has determined that 20% of the total contract amount
                   shall be subcontracted to MBE's who have obtained
                   certification from the Contract Compliance
                   Division (CCD) prior to the bid due date.                                 N

            4.     MINORITY AND RESIDENT HIRING. (Executive order No. 22)
                   The work on this contract shall be performed by
                   not less than 50% bona fide City residents, not less
                   than 25% minorities and at least 5% women.                                N







                                                                                         SC. 3







                                              SPECIAL STATUS
                                           CONTRACTOR CONDITION
                                     (TO BE COMPLETED BY THE BIDDER)



            Place a "CHECK MARK" in the appropriate space under each heading below to in-
            dicate the majority control of the business by race, ethnicity, the category
            that describes the type of business and the type of business for which certi-
            fication has been obtained from the Contract Compliance Division of the City
            of Detroit's Finance Department.

                                         CHECK TO INDICATE MAJORITY
                                         CONTROL(51% OR MORE) OF
                                         THE BUSINESS BY
                                         RACE/ETHNICITY


            RACE/ETHNICITY


            Black
            American Indian
            Hispanic
            Asian American
            White
            Other
                                                (indicate)

                                         CHECK TO INDICATE                 INDICATE DATE THAT
                                         THE CATEGORY                      CERTIFICATION WAS
                                         THAT DESCRIBED                    OBTAINED FROM
                                         THE TYPE OF BUSINESS              "CONTRACT COM-
                                                                           PLIANCE DIVISION"


            TYPE OF BUSINESS

            Minority Business
            Enterprise
            Minority Joint Venture
            Woman-Owned
            Business Enterprise
            Small Business
            Enterprise
            Other
                                                (indicate.)

            SHELTERED MARKET PROGRAM. The bidder shall comoly with Ordinance No. 559-H
            and Sections 2 and 3 of the "Special Conditions." contained herein.      It is the
            responsibility of competitors under the Sheltered Market Program to obtain
            certification from the CCD prior to the bid due date.     The City shall not be
            responsible for any failure to obtain certification prior to the bid due date.









                                                                                      SC. 4






            SANCTION APPLICABLE UNDER THE SHELTERED MARKET PROGRAM. A person who commits
            any of the offenses setforth in Ordinance No. 559-H Section 21-13-17(l) & (2)
            shall be guilty of a misdemeanor, punishable by a $500 fine, up to 90 days im-
            prisonment, or both. Such offenses shall include: (1) obtaining certifica-
            tion through the use of fraud or deceit; (2) willfully failing to report
            changes which affect certification; or (3) Willful violation of any provisions
            of this article or any rule promulgated pursuant to this article.

            The offenses listed above or other violations to the Ordinance may also result
            in additional sanctions being imposed, including by way of example, the fol-
            lowing: (1) decertification and disqualification from bidding on future con-
            tracts; (2) cession or termination of the contract; (3) injunctive relief; (4)
            liquidated damages; (5) withholding of payments; or other remedies as provided
            under the contract or by law.

                                  *END OF SPECIAL CONDITIONS SECTION*












             SVM-8001                                                                                      P1_1
             Mt. Elliott Park


                                                  PROPOSAL - Part 1


             To Owner:                      CITY OF DETROIT
                                            Finance Department, Purchasing Division
                                            912 City-County Building
                                            Detroit, Michigan 48226

             Pursuant to and in compliance with the advertisement to Bid and the proposed Contract
             Documents relative to the construction of:

             Project:                       MT. ELLIOTT PARK
                                            Seawall Edge
                                            Detroit, Michigan
                                            Including Addendums

             The undersigned, having become thoroughly familiar with the terms and conditions of the
             proposed Contract Documents and with local conditions affecting the performance and
             costs of the Work at the place where the Work is to be completed, and having fully
             inspected the site in all particulars, hereby proposes and agrees to fully perform the Work
             within the time stated and in strict accordance with the proposed Contract Documents,
             including furnishing any and all labor, materials, equipment, and full time supervision, to
             execute all of the work required to construct and complete said Work in accordance with
             the Contract Documents, for the following sum of money:

                     B@se Bid: All labor, materials services, equipment, and full-time supervision
                     necessary for completion of the Work shown on the Drawings and in the
                     Specifications.

                     Lump Sum Price in Words


                     Lump Sum Price in Figures

                     1.      The above said amount constitutes the Base Bid. This Base Bid amount
                             may be increased or decreased by accepting any one or all of the alternates
                             or unit prices on the following pages in any combination, which is deemed
                             to be in the best interest of the Owner. The Bidder shall not be allowed any
                             additional compensation, other than the amounts indicated on the bid Form,
                             for adjustments by alternates or unit prices. The amounts indicated for both
                             the alternates and unit prices shall remain unchanged throughout the
                             contract. Consequently, Contract Award, when made will be for a single
                             lump sum Base Bid adjusted by any combination of the selected alternates
                             or unit prices.











               SVM-8001                                                                                   P1-2
               Mt. Elliott Park


                      2.     1 understand that the owner reserves the right to reject this bid, but that this
                             bid shall remain open and not be withdrawn for a period of one hundred and
                             twenty (120) days from the date prescribed for its opening.

                      3.     If written notice of the acceptance of the bid is mailed or delivered to the
                             undersigned within one hundred and twenty (120) days after the date set
                             for the opening of this bid, or at any time thereafter before it is withdrawn,
                             the undersigned will execute and deliver the Contract Documents to the
                             Owner in accordance with this bid as accepted within ten (10) days, and will
                             also furnish and deliver to the Owner the Performance Bond, Labor and
                             Material Payment Bond and proof of insurance coverage as stipulated in the
                             Instructions to Bidders.


                      4.     The Contractor must include AIA Document A305 Contractor's Qualifications
                             Statement information for himself and for the concrete work contractor,
                             WITH THIS BID PROPOSAL.


                      5.     List below the intended sub-contractors. Note: All lines must be filled in.


                             Concrete Foundation and Steel Encasement Work

                             Concrete Seawall Cap and Flatwork.

                             Structural Steel Work

                             Driven Piling Work

                      The Owner and Architect will review the above Contractor, and subcontractors
                      qualification inf6rmation and, acting in the best interest of the Owner, approve or
                      reject the proposed Contractor or Subcontractors.              If any Contractor or
                      Subcontractors do not meet approval, the Bidder shall be required to, within seven
                      days of rejection notification, propose another contractor or subcontractor who is
                      capable of performing the work who is acceptable to the Owner a0d Architect AT
                      NO ADDITIONAL COST TO THE OWNER.











             SVM-8001                                                                                P1-3
             Mt. Elliott. Park



                   5.      Work Schedule:

                           In accordance with Section 01.010, Paragraph 1.6 "work sequence", all work
                           contained within the "Base Bid" must be completed by 12:00 noon, E.S.T.,
                           November 29,1991, however; Bidder shall, by checking the appropriate box,
                           acknowledge that:

                                         He/She can meet the specified deadline.

                                         He/She cannot meet the specified deadline, but could
                                         complete all work by

             The certified check, bank draft, irrevocable bank letter of credit or surety Bid Bond, which
             must be submitted with the Bid Proposal, not less than five percent based on the Total
             Base Bid Price is to become the property of the owner in the event the Contract and
             Bonds are not executed within the time set forth, as liquidated damages for the delay and
             additional expenses to the.owner caused thereby.

             Upon receipt of written notice of acceptance of this bid, Bidder will execute the formal
             contract within ten (10) days and deliver all additional Bonds as required, with the
             Contract.




             Signature of Bidder


             Title



             Date












              SVM-8001                                                                              P1 -4
              Mt. Elliott Park



              Note: If the Bidder is a corporation, set forth the legal name of the corporation together
              with the signature of the officer or officers authorized to sign contracts on behalf of the
              corporation. If Bidder is a partnership, set forth the name of the firm together with the
              signature of the partner of partners authorized to sign Contracts on behalf of the
              partnership.

              Business Address:




              Firm Name




              Number and Street




              City, State and Zip Code



              Telephone Number




              Date











              SVM-8001                                                                                     P11-5
              Mt. Elliott Park



                                                    UNIT PRICE BIDS

              The Contractor shall submit Unit Prices for the type of work stated below with Bid.
              These prices shall reflect all coordination, -supervision, overhead and profit. The Owner
              reserves the right to increase or decrease the contract price at any time prior to bid
              acceptance or during the life of the Contract, at no additional costs to the Owner, other
              *@7:ir@ cn the basis of the Unit Prices stateci hPlow.

              The cost below shall include all labor, materials and equipment necessary to insure a
              complete and fully functional product. All products shall be provided and installed or
              disposed of properly per Drawings and Specifications unless otherwise noted herein.

              1. Demolition

                 a.   Remove and dispose of off-site latent or concealed concrete
                      structures below surface of ground with reinforcing steel,
                      and backfilling with per earthwork specifications                            (CY)

                 b.   Remove and dispose of off-site latent or concealed concrete
                      structures below surface of ground without reinforcing steel,
                      and backfilling with per earthwork specifications.                           (CY)

                 c.   Remove and dispose of off-site latent or concealed boulders or
                      broken concrete in excess of one cubic yard in size, and backfilling
                      with per earthwork specifications.                                           (CY)

                 d.   Wood piles cut off below water at river bottom.                              (EA) $

                 e.   Miscellaneous steel debris cutting and removal                               (CY)

              2. Earthwork

                 a. Excavate unsuitable subbase material, regrade on site and
                      provide backfill material, compacted in place.                               (CY)

                 b.   Earthwork materials requirements per specifications.

                      1. Handling excavated material to remain on site.                            (CY)

                      2. Provide and install walkway drainage base.                                (CY)

                      3..Provide and install utility trench backfill material.                     (CY)

                 c. Topsoil                                                                        (CY)











               SVM-8001                                                                                        P1-6
               Mt. Elliott. Park

                   d.  Existing concrete rubble clean-up and relocation.                                (SY) I-

                   e.  New concrete rip-rap pieces delivered and set in
                       place for 100 cyds.                                                            (CYD)

                   f.  New concrete rip-rap pieces delivered and set in
                       place for 250 cyds.                                                            (CYD)

                   g.  New concrete rip-rap pieces delivered and set in
                       place for 500 cyds.                                                            (CYD)

               3. Utilitie

                   a. Install 6" PVC sleeve, Schedule 80                                                (LF)

                   b. Adjust casting frame elevation of M.H. or C.B.
                       (per lineal foot of height                                                       (Fr)

                   c. 12" CL56 D.I. Polywrapped concrete
                       pipe, capped with rubber plugs both ends                                         (LF)

               4. Concrete and Decking Wor

                   a.  Seawall reinforced concrete edge per drawings                                    (LF)

                   b.  6" thick exposed aggregate reinforced concrete
                       walks, including tooled jointing sawcutting, sealer,
                       and excavation and subbased placement.                                           (SF) $

                   c.  Concrete foundations excavation, installabon and
                       backfilling.                                                                     (CY)

                   d.  1" expansion joint with sealant and fiberboard                                   (LF) $

                   e.  1/2" expansion joint with sealant and fiberboard                                 (LF)

                   f.  Sawcut paving joints (1/8" x 1-1/2")                                             (LF) $

                   g.  Driven steel piles W14x342.                                                      (LF)

                   h.  Concrete encasement for driven pile/column
                       W14442.                                                                          (LF)

                   L   Provide, erect, and finish structural steel beams.                               (LB)

                   j.  Provide and install steel decking.                                               (S F)










               SVM-8001                                                                                    P1-7
               Mt. Elliott Park

                  k. Bollard (round), installed.                                                    (EA)

                  1. Bollard (square), installed.                                                   (EA)

               5. Hydroseeding

                  a. Scarification of finish grade and apply hydroseeding
                      with tacking mulch.                                                         (SYD)

               6. Fencin

                  a. Provide and install pre-coated chain link fence.                               (LF) $

               7.Metal Fabrication

                  a. Safety ladder, installed.                                                      (EA)

                  b. Handrail (round), installed.                                                   (LF)

                  c. Handrail (square), installed.                                                  (LF) $



                                                  END OF UNIT PRICES













            SVM-8001                                                                           P1-8
            Mt. Elliott Park


                                                 ALTERNATES

            The owner reserves the right to increase ordecrease the base Bid as submitted on the
            Bid Proposal Form as a single Lump Sum,- at any fime prior to or during the Iffe Of the
            contract, at no addftional costs to the Owner, other, than indicated below in accordance
            with the following alternatives. The Owner reserves the right to accept any part of the
            following alternates as a seperate addition to the scope and cost of work. Refer to
            section 01100 and the drawings for detailed explanations. Amounts shall be shown in
            both words and figures and include all coordination, supervision, overhead and profit.
            Indicate if Add or Deduct.


            Alternate No. 1 Part A:

            Add concrete/steel spandrel edge along existing Outflow not inciuding handrail as shown
            on Sheet L5 and add Detail 10 on Sheet S2. Add all concrete work on outflow and acrjust
            existing catch basin. Base bid price shall reflect no work in this area.


                                             (add/deduct)
            Words                                           Figures

            Alternate No. 1 Part B:

            Add 3 square and 38 round concrete bollards as shown on Sheet L5, L-6 and Detail 7 on

            Sheet U. Base bid shall not include bollards.


                                             (add/deduct) $
            Words                                           Figures

            Alternate No. 1 Part C:


            Add all 60 thick concrete walkways as shown on Sheet L5, L6 and Detail 1 on Sheet L7.
            Base bid shall include installation of slag walkway and concrete flatwork on steel
            framework.

                                             (add/deduct)
            Words                                           Figures

            Alternate No. 2:

            Add all work in the above alternate number one, including all parts.

                                             (add/deduct) _
            Words                                           Figures










             SVM-8001                                                                              P1-9
             Mt. Elliott Park


             Alternate No. 3 Part A

             Add 312 If round handrail (4" nominal diameterj and painting as shown on Sheet L5, L6
             and Details 3 and on Sheet U. Base bid to include all sleeves per Detail 3 on Sheet 1-7-
             cover holes with weatherproof tape. Base bid price shall include 3" nominal diamete@
             handrails (round).


                                               (add/deduct) $
             Words                                            Figures

             Alternate No. 3 Part B

             Place 116 If square handrail (4ux4" nominal size ) in place of 116 If of 312 If total round
             handrail in alternate number 3, Part A to be located at the west end of the park on the
             outflow to the connection of the curvifinear walkway. Remaining + 195 handrails (3-1/2"
             nominal diameter) shall be round. Base bid to include all sleeves per detail 3 on Sheet
             1-7; cover holes with weatherproof tape. Base bid price shall include 3" nominal diameter
             handrails (round).


                                               (add/deduct) $
             Words                                            Figures

             Alternate No. 4:

             Alternate method of installation of driven pilings.

                                               (add/deduct) $
             Words                                            Figures











            SVM-8001                                                                                P1-10
            Mt. Elliott Park



                               CONTRACTOR'S QUALIFICATION STATEMENT

            This Contractor's qualification statement information requested and AIA Document A305
            (included within this specification), must be Included with the bid proposal for the
            bidder and the Contractor(s) executing concrete work. Failure to include all these
            required qualifications with the bid on bid day will be reason for rejection of the bid if so
            determined by the Owner to be in the best interest of the City.

            The Owner and Architect will review all qualification statement information submitted and,
            acting in the best interest of the Owner, approve or reject the proposed Contractors who
            meet the following qualifications and those stated in document A305.

             CONTRACTOR'S QUALIFICATIONS FORM AIA DOCUMENT A305 SUPPLEMENTAL
            DIRECTION

            The Bidder and the Concrete Contractor are required- to complete and submit AIA
            Document A305 with the bid on bid day. If the bidder will execute all said work himself
            then the bidder needs to submit the AIA Document A305 as amended for concrete work.

            STEP A: The bidder shall complete in full the attached AIA Documents A305.

            STEP B: The bidder shall complete in full the attached AIA Documents A305 as amended
                      to include the following additional requirements.

            Item 1. 1: The Contractor shall have not less than five years experience and expertise in
                      executing specialized steel/driven piling work of equal size and similar nature.

            Item 7.0: The Contractor shall list, on a separate sheet of paper, not less than six projects.
                      completed in'the last three years which required similar scope of work. The
                      list shall include a current contact person, phone number, and types of
                      steel/driven piling work performed.

            Item 8.0: The Contractor shall list, on a separate sheet of paper, all names of the key,
                      individuals who will be employed on this project, each individual's experience
                      and length of time with the contractor's company and other concrete
                      contractors. This list shall minimally include the job superintendent and lead
                      foreman.

            STEP C: The concrete work contractor shall complete in full the attached AIA document
                      A305 as amended to include the following additional requirements.

            Item 1. 1: The concrete contractor shall have not less than five years experience and
                      expertise in executing specialized concrete work and formwork of an EOUAL
                      and SIMILAR nature.











            SVM-80  .01                                                                           P1-11
            Mt. Elliott. Park

            Item 3.7: The concrete contractor shall list, on a separate sheet of paper, not less than
                      five projects completed in the last five years which required exposed -eggregate
                      and concrete flatwork.

            Item 3.6.1 The Contractor shall list, on a separate sheet of paper, all names of the key
                      individuals who will be employed on this project, each individuals experience and
                      length of time with the contractor's company and other concrete contractors.
                      This list shall minimally include the job superintendent, lead carpenter and lead
                      concrete finisher.

                      (This contractors qualificabons requirements continue with AIA Document A305
                      as follows)


0





         T  H   E            A  M  E   R  I  C  A   N        1  N  S   T  I  T  U  T   E         0 F         A  R  C   H  I  T  E  C   T













                                                               AIA Document A305

                              Contractor's Qualification Statement
                                                                  1986 EDITION

                              This form is approved and recommended by The American Institute of Architects
                              (AIA) and The Associated General Contractors of America (AGC) for use in evaluat-
                              ing the qualifications of contractors. No endorsement of the submitting party or
                              verification of the information is made the AIA or AGC



                   The Undersigned certifies under oath that the information provided herein is true and suffi-
                   ciently complete so as not to be misleading.

   
                   SUBMITTED TO:

                   ADDRESS:


                   SUBMITT ED BY:                                                                         Corporation

                   NAME:                                                                                 Partnership

                   ADDRESS:                                                                               Individual

                   PRINCIPAL OFFICE:                                                                      joint Venture

                                                                                                          Other



                   NAME OF PROJECT (if applicable):

                   TYPE OF WORK (file separate form for each Classification of Work):

                              Genergal Construction                                                        HVAC

                              Plumbing                                                                    Electrical

                              Othcr
                                                 (please specify)






                        
 

0









                                 ORGANIZATION

                                1.1       How many years has your organization been in business as a Contractor?



                                1.2       How many years has your organization been in business under its present business name?



                                          1.2.1        Under what other of former names  has your organization operated?









                               1.3        If your organization is a corporation, answer the following:
                                          1.3.1       Date of incorporation:
                                          1.3.2       State of incorporation:
                                          1.3.3       President's name:
                                          1.3.4       Vice-president's name(s):












                                          1.3.5       Secretary's name:
                                          1.3.6       Treasurer's name:

                               1.4        If your organization is a partnership answer the following:
                                          1.4.1       Date of organization:
                                          1.4.2       Type of partnership (if applicable::
                                          1.4.3       Name(s) of general partner(s):













                              1.5         If your organization is individually owned answer the following:
                                          1.5.1     Date of organization:
                                          1.5.2       Name of owncr:






                      
 

0







                            1.6      If the form of your organization is other than those listed above, describe it and name the principals:









                   2.      LICENSING

                           2.1       List jurisdictions and trade categories in which your organization is legally qualified to do business.
                                     and indicate registration or license numbers, if applicable.











                           2.2       List jurisdictions in which your organization's partnership or trade name is filed.











                   3.      EXPERIENCE

                           3.1       List the categories of work that your organization normally performs with its own forces.









                           3.2       Claims and Suits. (if the answer to any of (he questions below is yes, please attach details.)

                                     3.2.1     Has your organization ever failed to complete any work awarded to it?


                                     3.2.2      Are there any judgments, claims, arbitration proceedings or suits pending or outstanding
                                                against your organization or its officers?

                                     3.2.3      Has your organization filed any law suits or requested arbitration with regard to construc-
                                                tion contracts within the last five years?


                             3.3      Within the last five years, has any officer or principal of your organization ever been an officer of
                                     principal of another organization when it failed to complete a construction contract? (If the answer is
                                     yes, please attach details.)



0







                              3.4     On a separate sheet, list major construction projects your organization has in progress, giving the
                                      name of project, owner, architect, contract amount, percent complete and scheduled completion
                                      date.

                                      3.4.1      State total worth of work in progress and under contract:


                              3.5     On a separate sheet, list the major projects your organization has completed in the past five years,
                                      giving the name of project, owner, architect, contract amount, date of completion and percentage of
                                      the cost of the work performed With your own forces.
                                      3.5.1      State average annual amount of construction work performed during the past five years:


                             3.6      On a separate sheet, list the construction experience and present commitments of the key individ-
                                      uals of your organization.



                     4.     REFERENCES

                            4.1      Trade References:


















                            4.2      Bank References:











                            4.3      Surety:
                                     4.3.1      Name of bonding company:





                                    4.3.2      Name and address of agent:





 

0










                         5.       FINANCING

                                 5.1       Financial Statement.

                                           5.1.1       Attach a financial statement, preferably audited, including your organization's latest
                                                       balance sheet and income statement showing the following items:

                                                                  Current Assets (e.g., cash, joing venture accounts, accounts receivable, notes
                                                                  receivable, accrued income, deposits, materials inventory and prepaid
                                                                  expenses);

                                                                  Net Fixed Assets;


                                                                  Other Assets;

                                                                  Current Liabilites (e.g.. accounts payable, notes payable, accrued expenses, pro-
                                                                  vision for income taxes. advances, accrued salaries and accrued payroll taxes);

                                                                  Other Liabilities (e.g.. capital. capital stock. authorized and outstanding shares
                                                                  par values, earned suprlus and retained earnings).

                                            5.1.2      Name and address of firm preparing attached financial statement, and date thereof:


                                          5.1.3        Is the attached financial statement for the identical organization named on page one?



                                           5.1.4      If not, explain the relationship and  financial responsibility of the organization whose
                                                       financial statement is provided (e.g.. partent-subsidiary).









                                5.2       Will the organization whose financial statement is attached act as guarantor of the contract for con-
                                          struction?






























                       
 








                       6.      SIGNATURE
                               6.1       Dated at                         this                                                                         ct 1 '7- of
                                                                                                                 19


                                         ,\,,.Lme of Organization:


                                         By:



                                         Ticlt:


                              6.2






                                                                                                                                                             tc; ng
                              duly sworn deposes and says that the information provided herein is true and sufficiently comple@t so as ric,-,                    be
                              misleading.





                             Subscribed and sworn before me this                                                              day of
                                                                                                  19


                                        Notarv Public:


                                       My Commission Expires:

































                         AIA DOCUMENT A30S - CUSTRACTOK         Qt ALIFICATIO'. STATEXIENT - 19K) EDITI()"q AIAV  CC; Ivw,
                         71 iF AMERI@@AN INSTITUTE OF ARCHITECTS, I -i'-NEW YORK AVENCE. N @X . \9 AMfINGTON. O.C. 2(mxg,                       A305-1936        6





                                                                  PROPOSAL                                                    P. 2

                                                            PART 11 CONDITIONS



                11.1    BID DEPOSIT

                         A bid deposit accompanies this Proposal in the form checked below:
                                          C-] Bid Bond by Surety Company

                                          F-@ Certified Check or Bank Draft

                                          7 Irrevocable Bank Letter of Credit.

                       Such deposit is in an amount not less than called for in the Advertisement, and is given as a gustrantee of
                the good faith of the Undersigned and that the Undersigned will enter into written contract as provided, if
                successful in securing the award thereof; and it is hereby agreed that if at any time other than as provided in
                the Contract requirements and conditions, the Undersigned should withdraw this Proposal, or if this Proposal
                is accepted and should there be a failure on the part of the Undersigned to execute the Contract and furnM
                satisfactory Bonds within 10 days after the date of notification of the acceptance of this Proposal, in either of
                such events, the bid deposit shall be forfeited to the City of Detroit as liquidated damages, and not as a penalty;
                otherwise the bid deposit shall be returned to the Undersigned upon confirmation of the Contract.

                11.2 BIDDER'S EXAMINATIONS AND UNDERSTANDING

                       The Undersigned certifies that the Contract Documents listed in the Standard Instructions to Bidders,
                together with any and all Bulletins issued, have been carefully examined, and the site of the work has been
                inspected. The Undersigned declares that the amount and nature of the work is understood, and that at no time
                will misunderstanding of the Contract Documents be pleaded.

                11.3 BIDDER'S QUALIFICATIONS

                       The Undersigned declares that he has had prior experience in the type of work required by the Contract
                Documents and that he has the necessary finances, personnel and working organization, and eqxupment
                available to execute the proposed work in accordance with the requirements of the Contract Documents. The
                Undersigned further declares that he is prepared to and will promptly furnish a certified, written statement
                regarding his qualifications, including finances, upon request of and on the forms provided by the City
                Engineer.
                11.4 STARTING AND COMPLETING WORK

                       The Undersigned declares that if awarded the Contract, he is prepared to and will start the work and
                complete the entire project in accordance with the provisions set forth under '"Ilme of Starting and Completing
                Work" in the Special Notice to Bidders.

                11.5 BID NON-COLLUSIVE

                       The Undersigned certifies that this Proposal is fair and genuine, and not collusive or sham, and that he
                has not in any manner, directly or indirectly agreed or colluded with any other person, firm, or association to
                submit a sham bid or to refrain from bidding, or in any way to fix the amount of this Proposal or that of any
                other bidder, or to secure any advantage against the City of Detroit. An affidavit to this effect is attached
                hereto and becomes a part of this Proposal.






           P. 3                                                                                                              (Fed.)
                                                                PROPOSAL


                  The Undersigned further certifies that no officer or employee of the City of Detroit is personally or
           financially interested, directly or indirectly, in this Proposal, or in any contract which may be made under it, or
           in the purchase or sale of any materials or supplies for the work to which it relates, or any portion of any ex-
           pected profits thereto.


           11.6 BIDDER NOT IN ARREARS

                  The Undersigned certifies that, as of the date of this Proposal, he is not in arrears to the City of Detroit
           for debt or contract or is in any way a defaulter as provided for in 'Sec. 21-3-15, City Code (Ordinance No. 52H).



           11.7 WAIVER

                  The Undersigned certifies the price bid in this Proposal is correct and complete and stated as intended
           by the Undersigned for work covered by this Proposal, and, further, that all information given in or furnished
           with this Proposal is correct, complete, and submitted as intended by the Undersigned, and the Undersigned
           does hereby waive any right or claim he may now have or which may her6after accrue to him., by reason of
           errors, mistakes, or omissions made by the Undersigned in this Proposal, to refuse to execute the Contract 4
           awarded to him, or to demand the return of the Bid deposit, or to be relieved from any of his obligations as set
           forth in said Bid Deposit required with this Proposal.


           11.8 REJECTION OF BIDS
                  The Undersigned understands that the City of Detroit reserves the right to waive any irregularity in any
           bid, or to reject any or all bids.

           11.9 CERTIFICATION OF NONSEGREGATED FACILITIES

                  The bidder certifies that he does not maintain or provide for his employees any segregated facilities at
           any of his establishments, and that he does not permit his employees to perform their services at any location
           under his control where segregated facilities are maintained. The bidder certifies further that he will not
            mintain or provide for his employees any segregated facilities at any of his establishments, and that he will not
           permit his employees to perform their services at any location under his control where segregated facilities are
           maintained. The bidder agrees that a breach of this certification will be a violation of the Equal Opportunity
           clause in any contract resulting from acceptance of this bid.

                  As used in this certification, the term "segregated facilities" means any waiting rooms, work areas,
           restrooma and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or
           dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing
           facilities provided for employees which are segregated by explicit directive or are in fact segregated on- the
           basis of race, color, religion, or national origin, because of habit, local custom, or otherwise. The bidder agrees
           that (except where he has obtained identical certifications from proposed subcontractors.              .for specific time
           periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts
           exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he vAll
           retain such certifications in his files.






                                                                                                                P. 4


                                                         PROPOSAL


                   PART III NAME, ADDRESS, LEGAL STATUS, AND SIGNATURE OF BIDDER


          This Proposal is submitted in the name of:


                                   (Print full legal narne)                                      Treauiry No.
          The Undersigned hereby designates below his business address to which all notices, directions, or other
          communications may be served or mailed:

                  Street

                  city                                             Zip Code                  State

          The Undersigned hereby declares that he had the legal status checked below:

                           INDIVIDUAL


                           DOING BUSINESS UNDER AN ASSUMED NAME, which is registered with
                           the County of Clerk of the County of                   , Michigan

                           CO-PARTNERSHIP, which is registered with the County Clerk of
                           the County of                         Michigan

                           CORPORATION, incorporated under the laws of the State of
                                (If other than     Now licensed to do business in Michigan       YES
                                (Michigan Corp.                                                  NO

                                          0 Certificate on P. 5 has been executed as evidence the person signing has'
                                               the authority to commit the corporation to this Proposal

          The names, titles and home addresses of all persons directly interested in this Proposal are as follows:
                 NAME AND TITLE                       SOC. SECURITY NO.                   HOME ADDRESS
                                                                                          (InCl. CRY, State &Zip Code)














          Signed and sealed
                                                                 By
                                                                                       (signature)


          this                                   day


          of                               '19-                   Title           (Printed Narne of Signer)




                                                                                                                               P. 5




                                                             PROPOSAL



           (Note: Bidder, if a corporation, shall cause the following certificate to be executed, provided that the same
           officer shall not execute both the proposal and the certificates.)





                                                            CERTIFICATE




                                                                                                         certify that I am the


                                                                                  of the corporation named as Bidder herein;
            that                                                                   who signed this Proposal on behalf of said
            corporation, was then                                                                         of said corporation;
            that said Proposal was duly signed and the corporate seal affixed for and in behalf of said corporation by
            authority of its governing body, and is within the scope of its corporate powers.







                         (Date)                                                          (Signature)









                                              SPECIAL NOTICE TO BIDDERS







          1.      GENERAL PURPOSE

                  The Special Notice to Bidders contains information and requirements applying specifically to
                  this particular Contract. The Special Notice to Bidders supplements the Standard Instructions
                  to Bidders, and in case of any d@screpancy between the requirements in the former and latter,
                  the provisions in the Special Notice to Bidders shall govern.
                  The published Advertisement, for the proposed Contract, also contains information necessary
                  to the bidders, and is to be considered a part of the Special Notice to Bidders as if fully herein
                  repeated.


                  DESCRIPTION OF WOR

                  The work consists of furnishing all required materials, equipment, tools, full time supervision
                  and labor necessary for and incidental to the Site Work of Mt. Elliott Park edge. This work
                  generally includes the following:
                  Earthwork, concrete rubble relocation and cleanup, site drainage     p       site drainage structure
                  adjustment, placement of blank PVC conduit for future utilities, tip,'iPn'j steel pilings, structural
                  steel erection, poured in place reinforced structural concrete, exposed aggregate concrete
                  flatwork, concrete encasement of structural steel, galvanized steel handrails, painting of primed
                  steel structure and galvanized handrail, hydro-seeding, and PVC coated chain link fencing, for
                  the construction of approximately 600 if of seawall and concrete rip-rap Detroit River edge
                  improvements.


          3.      CONTRACT DOCUMENTS

                  Tlie Contract Documents are composed of those individual parts as named by title in Article 2
                  of the Standard Instructions to Bidders.

                  Part I contains the Standard Contract Forms.

                  Part 11 consists of General -and Detailed Specifications included herein and as indicated in the
                  Abridged Table of Contents.

                  Part III consists of a List of Drawings, prepared by Schervish Vogel Merz, PC.






                                                                                                                        SNB-2


             4.      SPECIAL FORMS

                     Bidders will note that a copy of each of the following pages have been included:
                     Proposal Signature Page, Agreement Signature Page, Acknowledgement - Corporation,
                     Acknowledgement - Sole Proprietorship or Partnership, Resolution of Corporate Authority,
                     Certificate of Partnership Authority.

                     Each set of the applicable documents is to be completed, signed, and returned with the
                     proposal. These will later be used in preparing the Executed Contract for the accepted bid.
                     Refer to the Advertisement, Special Conditions and Special Notice to Bidders, Section #29 for
                     MBE Subcontractor Requirements.


             5.      HUMAN RIGHTS CLEARANCE

                     Attached is a copy of the Human Rights Clearance Questionnaire, as well as a copy of the
                     requirements of the Department of Human Rights of the City of Detroit. While not required
                     to be submitted with the bid, both the low and the second bidders will be required to furnish
                     the information prior to award of the Contract.,
                     A Human Rights review of employment goals will be required for each project, regardless of
                     the recency of prior clearances.


             6.      CO TRACTOR AUTHORITY TO START WOR

                     The Contractor will have no authority to start work, no payments will be authorized by the
                     Finance Department, and the City of Detroit will not be liable for reimbursement for any
                     materials purchased or payment for any service rendered by the Contractor prior to the award
                     of this Contract by resolution of the City Council, execution of this instrument by the
                     Purchasing Director, and the Contractor's receipt of the "Notice to Proceed" as stipulated under
                     Section # 18 herein.


             7.      INDEPENDENT CONTRACTOR

                     The relationship of the Contractor to the City, of Detroit is and shall continue to be that of an
                     independent contractor, and no liability or benefits, such as workers compensation, pension
                     rights or liabilities, insurance rights or liabilities, or other provisions or liabilities arising out of
                     or relating to a Contract for hire of employer/employee relationship shall arise or accrue to
                     either part or either party's agent or employee with respect to the City of Detroit as a result of
                     the performance of this Contract, unless expressly stated in this Contract.


            8.       WAIVER

                     The Contractor shall not hold the City liable for any personal injury incurred by any employee,
                     agents, or consultants while working on this project which is not held in a court of competent
                     jurisdiction to be directly attributable to the gross negligence of the City or any employee of the
                     City acting within the scope of their employment and hereby agrees to hold the City harmless
                     from any such claim by its employees, agents or consultants.






                                                                                                                 SNB.3



           9.     AUDIT

                  Nothing contained in this Contract shall be construed or permitted to operate as any restriction
                  upon the power granted to the City Council by the City Charter to audit and allow all accounts
                  chargeable against the City.


           10.    INDEMNITY AND DAMAGES

                  A.      The Contractor agrees to save harmless the City against and
                          from any and all liabilities, obligations, damages, penalties, claims, costs, charges, losses
                          and expenses including without limitation, reasonable fees and expenses for attorneys
                          (at the prevailing market rate for such legal services, expert witnesses and other
                          consultants), which may be imposed upon, incurred by or asserted against the City by
                          reason ofany of the following occurring during the term of the Contract:
                          (1)    Any negligent or tortuous act, error or omission of the
                                 Contractor or any of its Associates for whose acts any of them might be liable,
                                 regardless of whether or not it is caused in part by a person indemnified
                                 hereunder.

                          (2)    Any failure by the Contractor or any of its Associates to
                                 perform its obligations, either expressed, or implied under this Contract.

                          The Contractor also agrees to hold the City harmless from any and all injury to the
                          person or damage to the roperty, or any loss or expense incurred by an employee of the
                          City which arises out ofor pursuant to the Contractor's performance, or that of its
                          Associates under this Contract.

                  B.      The Contractor undertakes and assumes all risk of dangerous
                          conditions, if any, in and about any City premises and agrees to make an examination of
                          all places where it will be performing the Services in order to determine whether such
                          places are safe for the performance of the Services. The Contractor also agrees to waive
                          and release any claim or liability against the City for personal injury or property damage
                          sustained by it or its Associates for personal injuries or property damage while
                          performing under this Contract on premises which are not owned by the City.
                  C.      In the event any action or proceeding shall be brought against
                          the City by reason of any claim covered hereunder, the &o@tractor, upon notice from the
                          City, will at its sole cost and expense, resist and defend the same with counsel of the
                          Contractor's choice which is acceptable to the City.

                  D.      The Contractor agrees that it is its responsibility and not the
                          responsibility of the City to safeguard the property and materials that it or any of its
                          Associates use or have in their possession while performing this Contract. Further, the
                          Contractor agrees to hold the City harmless for any loss of such property and materials
                          used by any such person pursuant to the Contractor's performance under this Contract
                          or which is in their possession.





                                                                                                                 SNB.4


                    E.     The indemnification obligation under this Article shall not be
                           limited in any way by a limitation on the amount or type of damages, compensation, or
                           benefits payable by or%r the Contractor under Workers Compensation Acts or other*
                           employee benefit acts. In addition, the Contractor agrees to hold the City harmless from
                           the payment of any deductible on any insurance policy.
                    F.     The Contractor agrees that this Article 12 Indemnity and
                           Damages shall apply to all matters described in Article 12-A, Indemnity and Damages,
                           (whether the matter is litigated or not') which occur or arise between the Contractor or
                           its Associates, and the City, and agrees to save the City harmless therefrom as provided
                           in this Article. 12.


             11.    TERMINATION FOR CONVENIENCE
                    The City may terminate this Contract without cause at E!@y time, without incurring any further
                    liability whatsoever, other than as stated in. this provision, by giving written notice to the
                    Contractor of such termination, specifying the effective date thereof, at least fifteen (15) days
                    prior to the effective date of such termination. If the Contractor is terminated, the City will pay
                    the Contractor only for the services rendered prior to termination, including any Hold-Back.
                    The amount of the payment shall be computed by the City on the basis of the services rendered,
                    and such other means which, in the judgement. of the City, represents a fair value of the services
                    provided, less the amount of any previous payments made, which final payment the Contractor
                    agree shall constitute full and complete payment and satisfaction under this Contractor. Should
                    the City or the City's designee undertake any part of the services which are to be performed by
                    the Contractor, to the extent such services which are to be performed by the City or its designee@@
                    the Contractor shall not be entitled to any compensation for the services so performed. This
                    section is subject to the maximum sum payable provision of this Contract.


            12.     RIGHTS, REMEDIES, AND JURISDICTION

                    The rlLjhts and remedies set forth herein are not exclusive and are in addition of any of the
                    rights and remedies provided by law or equity. All actions arising under this Contract shall be
                    governed by, subject to, and construed according to the laws of the State of Michigan. The
                    Contractor agrees, consents and submits to the personal juri6diction of any competent court in
                    Wayne County, Michigan, for any action brought against it arising out of this Contract. The
                    Contractor agrees that service of process at the address and in the manner specified in this
                    Contract will be sufficient to put the Contractor on notice. The Contractor also agrees that it
                    will not commence any action against the City because of any matter whatsoever arising out of
                    or relating to the validity, construction, interpretation and enforcement of this Contract, in any
                    courts other than those in the County of Wayne, State of Michigan.


             13.    COMPARABLE OR EQUIVALENT TERMS

                    The Contractor warrants that all of the prices, terms, warranties, and benefits granted to the
                    City herein are comparable to or better than the equivalent terms being offered by the
                    Contractor to any present customer for like or similar services. In addition to the other
                    remedies which the City may invoke herein for the Contractor's breach, it may demand
                    repayment of any overpayment plus interest.







                                                                                                                SNB.5


           14.    BASIS OF PROPOSAL

                  The Proposal is on a Lump Sum basis, in accordance with Article 7E of the Standard
                  instructions to Bidders. All alternate and/or unit price bids must be completed at bid time.
                  incomplete Bid Proposals may be rejected by the City.


           15.    CITY OFFICER

                  The title and post office address of the officer named in the agreement as acting on behalf of
                  the City is:

                                        Daniel H. Krichbaum, Director
                                        Recreation Department
                                        735 Randolph Street, Room 2006
                                        Detroit, Michigan 48226


           16.    BOND REQUIREMENTS


                  Tlie amount of Performance and Payment Bonds required shall be as follows:
                  !Ype of Contract                     Performance Bond       Payment Bond
                  City of Detroit financed             12-1/2% of             12-1/2% of
                  Contracts of $50,000 and             Contract Price         Contract Price
                  under

                  City of Detroit financed             25% of Contract        25% of Contract
                  Contracts over $50,000               Price                  Price
                  but under $1,000,000

                  All Contracts over                   10001o of Contract     100% of Contract
                  $1,000,000 or those                  Price                  Price
                  financed by Federal Funds


           17.    INSURANCE REQUIREMENTS

                  17.01 The Contractor shall maintain, at its expense, during the term of this Contract the
                  following insurance:

                         TYPE                                        AMOUNT NOT LESS THAN

                  a.     Workers' Compensation                       Statutory limit
                         Insurance
                         Employer's Liability                        $ 100,000 minimum
                                                                     each accident

                  b.     Comprehensive General                       $1,000,000 per occurrence
                         Liability Insurance                         $2,000,000 per aggregate






                                                                                                                  SNB.6


                   C.     Automobile Liability                         $1,000,000 combined single
                          Insurance (covering all                      limit
                          owned, hired and non-owned
                          vehicles with personal and
                          property protection insurance
                          including residual liability
                          insurance under Michigan No
                          Fault Insurance Law)

                   d.     Builder's Risk Insurance

                   The Builder's Risk Insurance shall include fire, extended coverage, vandalism and malicious
                   mischief, for 100 percent value under the provisions of Article 8 of the General Conditions.
                   The comprehensive general liability insurance policy shall name as an additional insured "The
                   City of Detroit" and shall state that the Contractor's insurance is primary, as respect to the City
                   of Detroit as an additional insured, and not excess over any insurance already carried by the
                   City of Detroit.
                   The comprehensive general liability insurance policy shall provide blanket contractual liability
                   insurance for all written contracts or in the alternative, shall contain specific endorsement
                   worded substantially as follows:

                   "During the effective period of the policies mentioned herein, it is agreed that this insurance
                   specifically covers liability assumed by the insured under the provisions of Contract
                   No.                dated                                           entered into by the insured and
                   the City of DetFo-it.


                                    nsive                                  olicy does not contain the standard ISO
                   If the comprehe i        general liability insurance ]p
                   (Insurance Services Office) wording of "definition of insured" which reads essentially as follows:
                   "The insurance afforded applies separately to each insured ... except with respect to limits..." then
                   in the alternative, the comprehensive general liability insurance policy shall contain the
                   followina cross liability endorsement:

                   "It is agreed that the inclusion of more than one (1) insured under this policy shall not affect the
                   rights of any insured as respects any claim, suit or judgment made or brought by or for any
                   other insured or by or for any employee of any other insured. This policy shall protect each
                   insured in the same manner as though a separate policy had been issued to each, except nothing
                   herein shall operate to increase the insurer's liability beyond the amount or amounts for which
                 .the insurer would have been liable had only one (1) insured been named."


                   17.02 If during the term of this Contract changed conditions or other pertinent factors should
                   in the reasonable judgment of the City render inadequate the insurance limits or coverages, the
                   Contractor will furnish on demand such additional coverage as may reasonably be required
                   under the circumstances. All such insurance shall be at the City's expense under valid and
                   enforceable policies, issued by insurers of recognized responsibility which are well-rated by
                   national rating organizations and are acceptable to the City.







                                                                                                             SN13.7


                 17.03 All policies shall name the Contractor as the insured except as otherwise stated and shall
                 be accompanied by a commitment from the insurer that such policies shall not be cancelled, or
                 reduced without at least thirty (30) days' prior written notice to the City. Certificates of
                 insurance evidencing such coverage shall be submitted to the Finance Department, Voucher
                 Audit Section, 612 City-County Building, Detroit, Michigan 48226, prior to the commencement
                 of performance under this Contract and at least fifteen (15) days prior to the expiration date of
                 expiring policies.
                 17.04 If any work is sublet in connection with this Contractor, the Contractor shall require each
                 subcontractor to effect and maintain the types and limits of insurance as requested by the City
                 and shall require documentation of same, copies of which documentation shall be promptly
                 furnished the City.
                 17.05 The Contractor shall be responsible for payTent of all deductibles contained in any
                 insurance required hereunder. The provisions requiring the Contractor to carry the insurance
                 required under this Article shall not be construed in any manner as waiving or restricting the
                 liability of the Contractor under this Contract.


          18.    TIME OF STARTING AND COMPLETING WORK

                 Upon approval and confirmation of the executed Contract, the Recreation Department will
                 issue a written notice to the Contractor stipulating the date on which the Contractor shall start
                 work at the site. The Contractor shall, thereafter, carry on his operations, in accordance with
                 the provisions of Article 3 of the Agreement, so that the entire work will be fully completed
                 within a total of 150 consecutive calendar days from and including the date stipulated for work
                 to start.

                 The above stipulated time for fully completing the entire work has taken into account, and an
                 allowance made for, the time normally required for a "punch list" and final clean-up, and also
                 for inclement weather during the months in which work will be in progress.
                 The Contractor will be expected to so schedule his operations as to provide time for such items
                 within the stipulated total time allowed, and under weather conditions expected to be
                 encountered.


          19.    LIQUIDATED DAMAGES

                 The amount liquidating the damages referred to in Article 4 of the Agreement shall be $250.00
                 per calendar day.


          20.    CONTRACT PAYMENTS
                 The City will make progress and final payments in accordance with the provisions of Article 7
                 and 8 of the Agreement. Progress payments will include an allowance tor materials stored at
                 the site.

                 Payments will be made @ 90% value with 10% retainage per the provisions indicated in the
                 General Conditions.






                                                                                                            SNB.8


                   FEDERAL REGULATIONS

                   NOT USED

                   INFORMATION TO BE SUBMITTED WITH BID

                   The Proposal requires certain information in addition to the price bid, to be furnished by the
                   Bidder and submitted as part of his proposal. The Bidder is directed to Article 8D of the
                   Standard Instructions to Bidders for general instruction as to how such information is to be
                   submitted.

                   The Bidder is cautioned that any information, in whatever form submitted with his bid, which in
                   any way modifies or changes the stipulated Contract provisions, may cause the rejection of the
                   proposal. A bid will become conditional and unacceptable should a Bidder include with his
                   proposal either intentionally or inadvertend, , standard brochures, sales agreements, etc.,
                                                                 Y
                   containing contractual provisions differing substantially from those set forth in the Contract
                   Documents, unless the Bidder definitelyand positively indicates that such provisions are not
                   part of his proposal.


           23.     CHANGES TO STANDARD CONTRACT DOCUMENTS

                   A.    Federal References

                   Whenever the term "Administrator, Housing and Home Finance A mcy" occurs in the
                   Specifications, this shall be changed to read: "Secretary of Housing and Man Development,"
                   and the term "Housing and Home Finance Agency" shall be changed to: "Department of
                   Housinla and Urban Development."

                   B.    City References

                   1.    Whenever the "Environmental Protection and Maintenance Department" is referred to,
                         this shall be changed to read, "Department of Public Works."
                   II.   Whenever "City Engineer" is referred to, this shall be changed to read, "Director,
                         Recreation Department."


          24.      PRE-PERFORMANCE CONFERENCE

                   Before the starting notice is issued, the City Engineer will call conference for the purpose of
                   discussing the labor standards provisions of the Contract. The conference shall be attended by
                   the prime contractor, subcontractors and by representatives of the City.


          25.      SUBCONTRACTS

                   a) The Contractor shall not execute an agreement with any subcontractor or permit any
                   subcontractor to perform any work included in this Contract, until he has submitted a Non-
                   Collusion Affidavit from the subcontractor in substantially the form shown on the attached
                   sheet, and has received written approval of such subcontractor from the City.

                   b) No proposed subcontractor shall be disapproved by the City without cause.






                                                                                                               SNB.9


           26.    ACCIDENT PREVEYRON

                  a) The Contractor shall exercise proper precaution at all times for the protection of persons
                  and property and shall be responsible for all damages to persons or property, either on or off
                  the site, which occur as a result of his fault or negligence in connection with the prosecution of
                  the work. The safety provisions of applicable laws and building and construction codes shall be
                  observed and the Contractor shall take or cause to be taken such additional safety and health
                  measures as the City may determine to be reasonably necessary. Machinery, equipment and all
                  hazards shall be guarded in accordance with the safety provisions of the "Manual of Accident
                  Prevention in Construction", published by the Associated General Contractors of America, Inc,
                  to the extent that such provisions are not in conflict with applicable local laws.
                  b) The Contractor shall maintain an accurate record of all cases of death, occupational disease,
                  and injury requiring medical attention or causing loss of time from work, arising out of and in
                  the course of employment on work under the Contract. The Contractor shall promptly furnish
                  the City with reports concerning these matters.


           27.    WORKING AREA

                  The Contractor shall confine his working area to that which is shown on the Drawings.

           ?8.    HOURS OF WORK

                  From a construction standpoint alone, the Contractor may normally prosecute the work during
                  the daylight hours of any week day, providing that he so conducts his operations as not to create
                  a public nuisance or disturb the peace. However should the Contractor be stopped by order of
                  public authority from such times that are contrary to or in violation of any law, ordinance,
                  permit, or license, the Contractor shall not be entitled to an extension of time due to such
                  stoppage.
                  At the beginning of work on this Contract, the Contractor shall notify the Engineer in writing
                  the days and hours thereof which shall be considered the normal work week. Whenever the
                  Contractor intends to depart from his normal work week, he shall notify the Engineer at least
                  24 hours in advance of the contemplated change so that the Engineer may make the necessary
                  arrangements to have required inspectors assigned to the work. Failure of the Contractor to
                  give such timely advance notice may be cause for the Engineer requiring the removal or
                  uncovering of the work performance during such time without the Engineer's knowledge.
                  In an emergency, requiring work to be performed outside the normal working hours of the
                  normal work week schedule, to save or protect life or property, the requirements of the 24-hour
                  notification will be waived.- The Contractor shall notify the Engineer as soon as the Contractor
                  has determined that an emergency exists necessitating a change in or extension of the normal
                  hours of work. However, the Contractor's determination of the existence of an emergency is
                  subject to review and revision by the Engineer.
                  The normal work week schedule and/or daily work hours of work shall be mutually reviewed by
                  the Contractor and the Engineer at such times as directed by the Engineer when, in his
                  judgment, revision of work hours may be necessary to maintain the required progress of work.
                  When the Contractor elects to conduct his work operations in excess of eight hours per day or
                  on Saturday and/or Sunday, he shall bear overtime costs incurred by the City of Detroit for City
                  personnel assigned to the project on these dates.






                                                                                                              SNB. 10


                   A schedule of the current City of Detroit employee holidays is listed below. This list reflects
                   the current fiscal year's holidays and will be amended or updated when necessary. Should the -
                   Contractor elect to work on these scheduled holidays he shall be obliged to pay any additional
                   expenses, above the normal eight hours of City of Detroit employee holiday pay.
                   The following are the current holidays: New Year's Day, Martin Luther King's Birthday, Good
                   Friday (four hours), Memorial Day, Independence Day, Labor Day, Day after Thanksgiving,
                   Election Day, Veterans Day, Thanksgiving Day, Christmas Eve, Christmas Day, New Year's
                   Eve.    The Contractor shall be responsible for confirming with the City Engineering
                   Department, 9th Floor, Cadillac Tower Buildij:ig, any amendments to this list of calendar dates
                   designated as paid holidays for City of Detroit employees.
                   Payment due the City of Detroit by virtue of overtime expenses incur-red by the preceding
                   articles will be deducted from any monies due the Contractor in progress and/or final pay
                   estimates at the unit rate per hour as indicated herein:

                   Contract Deductions for Ci1y of Detroit Personnel Overtime Pay

                   11117he unit rate per hour for the purpose of overtime pay deductions, as referred in Article 9, of
                   the General Specifications 'Hours of Work'., shall be $28.50 per hour for each individual
                   employee for inspectors, plant, and/or laboratory personnel assigned to this project."



                   M.B.E. SUBCONTRACTOR UTILIZATION - CITY OF DETROIT ORDINANCES
                   #559-H AND #578


                   In accordance with the City of Detroit Ordinances 559-H and 578, this contract requires a
                   minimum of 10% of the total contract dollar amount to be subcontracted to an M.B.E, firm(s)
                   if the prime contractor subcontracts any work. The M.B.E. firm(s) must be certified by the
                   Contract Compliance Division of the Finance Department of the City of Detroit prior to the
                   actual date of the bid opening. The Contractor must specify the name of the M.B.E. firm(s),
                   the percentage of the total contract price to be subcontracted to the M.B.E. firm(s), and the
                   dollar amount of the subcontract(s). This information must be submitted with the bid on the
                   M.B.E. Subcontractor Data Sheet. The signature of the prime Contractor is required upon
                   submission. The M.B.E. signatures are required upon notification by the City. Bids that do not
                   contain the required M.B.E. information listed above shall be deeme& non-responsive and
                   ineligible for award.


           30.     SANITARY FACILITTES'

                   The Contractor shall furnish, install and maintain ample sanitary facilities for the workmen. As
                   the needs arise, a sufficient number of enclosed temporary toilets shall be conveniently placed
                   as required by the sanitary codes of the State and Local Government. Drinking water shall be
                   provided from an approved source, so piped or transported as to keep it safe and fresh and
                   served from single service containers or sa     'tisfactory types of sanitary drinking stands or
                   fountains. All such facilities and services shall be furnished in strict accordance with existing
                   and governing health regulation.






                                                                                                          SNB. I I


                 REVIEW BY CITY

                 The City, its authorized representatives and agents, shall, at all times, have access to and be
                 permitted to observe and review all work, materials, equipment, payrolls, personnel records,
                 employment conditions, and other relevant data and records pertaining to this Contract,
                 provided, however, that all instructions and approvals with respect to the work will be given to
                 the Contractor only by the City through its authorized representatives or agents.


          32.    AFFIRMATIVE ACTION - INFORMA-1710N TO BIDDERS

                 A.     CONTRACTS UNDER $100,000

                        If the Contractor intends to utilize subcontractors, he shall make efforts acceptable to
                        City to solicit minority subcontractors to bid and perform on his project. Assistance in
                        this matter can be obtained from:

                                                   Association of Minority Contractors
                                                         10711 West McNichols
                                                        Detroit, Michigan 48221
                                                             (313) 862-0990
                                                  Attention: Roland Bryant, President
                                                                   and
                                           Michigan Minority Business Development Council
                                                      2990 West Grand Boulevard
                                                        Detroit, Michigan 48202
                                                             (313) 873-3200
                                          Attention: Sheila Roger Philpot, Executive Director

                 B.     CONTRACTS OVER $100,000

                        If the Contractor intends to utilize subcontractors, he shall make efforts acceptable to
                        City to solicit minority subcontractors to bid and perform on this project. Such effort
                        may include, but not limited to, contracts with minority contractor organizations (such
                        contracts shall be in person) and affirmative action steps taken to accomplish minority
                        Contractor involvement (e.g. split contracts mini-contracts, etc.)

                        Two minority Contractors organizations located in this, area are:

                                                   Association of Minority Contractors
                                                          10711 West McNichols
                                                        Detroit, Michigan 48221
                                                             (313) 862-0990
                                                  Attention: Roland Bryant, President
                                                                   and
                                            Michigan Minority Business Development Council
                                                       2990 West.Grand Boulevard
                                                        Detroit,'Michigan 48202
                                                             (313) 873-3200
                                          Attention: Sheila Roger Philpot, Executive Director
                 All bidders who anticipate using subcontractors on this project shall submit evidence with their
                 bids that acceptable efforts as minority subcontractor solicitation have been made.






                                                                                                             S N B. I "Z


            3 3.   SECTION 3 CLAUSE

                   NOT USED



            34.    AUDIT ACCESS

                   If applicable, the Contractor shall keep and maintain all books, records and other documents
                   relating directly to the receipt and disbursement of the corpus and any duly authorized
                   representatives of the Secretary of the United States Department of Housing and Urban
                   Development or Comptroller General of the United States shall, at all reasonable times, have
                   access to and the right to inspect, copy, audit and examine all such books, records and other
                   documents of the Contractor until three (3) years after the completion of all closeout
                   procedures respecting the use if such funds, and until the final settlement and conclusion of all
                   issues arising out of the use of such funds.


            35.    COMPLIANCE WITH CLEAN AIR AND WATER ACTS

                   If applicable, the Contractor agrees to comply with all applicable standards, orders or
                   requirements issued under Section 306 of the Clean Air Act (42 U.S.C.. 1857 (h), Section 508 of
                   the Clean Water Act (33 U.S.C. 1368), Executive Order 11738, and Environmental Protection
                   Agency regulations (40 CFR Part 15).

                   The Contractor agrees to report violations to HUD and the U.S.E.P.A. Assistant Administrator
                   for Enforcement (EN-329). The Contractor recognizes mandatory standards and policies
                   relating to energy efficiency which are contained in the State energy conservation plan issued in
                   compliance with the Energy Policy and Conservation Act (P.L 94-163).


           3 6.    RETAINAGE REQUIREMENT STATE ACT 524 OF 198

                   Notwithstanding anything contained herein to the contrary, if not in conflict with federal law or
                   regulation, the following terms and conditions shall apply to this Contract to the extent
                   required by Act No. 524 of Public Acts of 1980 (the "Act"):

                          (a)    As provided in the Act, the following persons are hereby designated
                                  to receive and submit, respectively, the requests for progress payments:

                                   i)   For the City: Chief of Landscape Architecture

                                 (ii)   For the Contractor:





                          (b)    The following person is hereby designated as the "Architect
                                  of Professional Engineer": Chkf of Landscape Architecture. CijX of Detroit.






                                                                                                               SNB. 13


                          (c)    The City shall retain a portion of the progress payments otherwise
                                 due to the Contractor (The Retainage) as follows:
                                 (i)     The City shall retain (10%) of the dollar value of all work in place
                                         until work is fifty percent (50%) in place.
                                 (ii)    After the work is fifty percent (50%) in place, additional Retainage shall
                                         not be withheld unless the City determines that the Contractor is not
                                         making satisfactory progress, or for other specific cause relating to the
                                         Contractor's performance under this Contract. If the City so determines
                                         that the Contractor is not making satisfactory progress or other specific
                                         cause relating to the Contractor's performance under this Contract exists,
                                         the City may retain an additional amount of the progress payments
                                         otherwise due the Contractor, which additional amount stiall not exceed
                                         ten percent (1001o) of the dollar value of work more than fifty percent
                                         (50%) in place. In any event, the Retainage withheld by the City pursuant
                                         to the Act shall not exceed the pro rate share of the City's matching
                                         requirements, orovided, however, that if the provisions of any federal or
                                         state law or regulation provide for the retention of a different amount, the
                                         provisions of such other law or regulation shall govern.
                          (d)    All retained funds that are deposited in a regulated financial institution pursuant
                                 to the Act shall bear interest at the rate determined by the financial institution in
                                 which the retained funds are deposited.

                          (e)    Each progress payment requested shall be paid by the City to the Contractor
                                 within the following time period:

                                 (i)     Thirty (30) days after the Engineer's or Architect's periodic
                                         Certified Payment Estimate; or
                                 (ii)    Fifteen (15) days after the City has received the funds with
                                         which to make the progress payment from a department or agency of the
                                         federal or state government, if any funds are to come from either of these
                                         sources.

                                 In event that the City fails to make a progress payment within the above stated
                                 period of time, and upon request by the Contractor to pay a reasonable interest
                                 charge, the reasonable interest rate payable by the City shall be six percent (6%).
                                 Interest will begin to accrue only on the thirty-first (31st) day, if payment was due
                                 according to paragraph (1) above, or on the sixteenth (16th) day if payment was
                                 due according to paragraph (2).
                                 The actual "date of payment" of a progress payment shall be deemed to be the
                                 date on the check issued by the City for such payment.

                          (f)    If at any time during the term of this Contract a dispute arises between the City
                                 and the Contractor as to whether there has been a delay for reasons that were
                                 within the control of the Contractor, or as to the period of time that such delay
                                 for reasons that were within the Control of the Contractor; or if at any time after
                                 ninety-four percent (94%) of work under the Contract is in place, a dispute
                                 between the City and the Contractor arises as to whether there has been an
                                 unacceptable delay by the Contractor in performance of the remaining six
                                 percent (6%) of work under the contract; the City and the Contractor agree to






                                                                                                              SNB. 14


                                 submit the foregoing disputes to the decision of an agent, at the option of the City
                                 and in accordance with provisions of the Act. The City and the Contractor shaft
                                 bear equally all costs of the agent to whom a dispute is submitted for a decision,
                                 which decision shall be made by the agent pursuant to, and in accordance with,
                                 the provisions of the Act.


            3) 7.  UTILIZATION OF SMALL AND MINORI Y BUSINESSES

                   Qualified small and/or minority business enterprises shall have the impracticable opportunity
                   to participate in the performance of this contract.


                   EQUALIZATION FACTOR

                   In accordance with Ordinance No. 52-H as amended, any Detroit-based firm shall be deemed a
                   better bid than the bid of any competing firm which is not Detroit-based, whenever the bid of
                   such competing firm shall be equal to or higher than the bid of the Detroit-based firm after the
                   appropriate equalization percentage credit from the equalization allowance table has been
                   applied to the bid of the Detroit-based firm.


                                                     Equalization Mlowance Table


                   Contract Amount                                    EQ.ualization Percentages
                   Up to $10,000.00                                                 10%
                   $10,001.00 to $100,000.00                                          8%
                   $100,001.00 to $500,000.00                                         6%
                   $500,001.00 to $1,000,000.00                                       4%
                   $1,000,000.01 - and over                                           1%


                   The Equalization Allowances are non-cumulative. Indicate your Detroit-based address on the
                   Signature Sheet. Proof of eligibility may be requested and shall be provided within 10 days of
                   notice.



           19.
                   MICHIGAN DEPARTMENT OF LABOR REGISTER

                   In accordance with Michigan Public Act No. 278 of 1980, if any proposed Contractor,
           Subcontractor, Manufacturer or Supplier appear in the register complied by the Michigan Department
           of Labor pursuant to Act No. 278 of 1980, the City reserves the right to reject proposed Subcontractor
           Manufacturer or Supplier.

         40.     A Construction Manager will be employed by the City of Detroit for Mt. Elliott Park.
                 The Construction Manager may or may. not be on board before the Seawall edge
                 Phase One Contract is awarded. The Contractor awarded the Phase One work
                 is required to coordinate his/her work with the Construction Manager and all future
                 phases.


                                 *END OF SPECIAL NOTICE TO BIDDERS SECTIONs






                                    STANDARD INSTRUCTIONS TO BIDDERS



           1.     GENERAL PURPOSE AND INTENT

                  These Standard Instructions to Bidders, bearing the above date of adoption, contain
           information and requirements which, in general, are common to all Contract Documents prepared by
           the City Engineer's Office of the City of Detroit in which these instructions are included. Such
           instructions and requirements apply to this Contract except as such may be modified and
           supplemented by specific instructions and requirements pertaining to this Contract contained
           elsewhere in these Contract Documents.

                  In addition to these instructions, the Advertisement and Special Notice to Bidders also contain
           information to bidders.

                  No effort is made to emphasize any particular provision of the Contract Documents, but
           bidders must familiarize themselves with every provision and its effect.


           2.     THE CONTRACT DOCUMENTS

                  The Contract Documents consist of the following, grouped as listed below:

                  PART I
                          Advertisement
                          Special Notice to Bidders
                          Standard Instructions to Bidders
                          Proposal
                          Agreement
                          Performance Bond
                          Payment Bond
                          General Conditions
                  PARTH
                          General Specifications
                          Detailed Specifications
                  PARTIII
                          Contract Drawings, if any, when so stated in the "Special Notice to Bidders"

                  In addition to the above, any and all Bulletins issued become a part of the Contract
           Dc-c-"Lents.

                  An "Abridged Table of Contents", bound in the front of Part 1, lists the individual parts by title,
           v. - .;he code letters or numbers used to designate the pages in each individual part, and indicates
           the total number of pages in each part. When Contract Drawings prepared by the City Engineering
           are included, the individual drawing titles and numbers are also here listed.

                  A "Table of Contents" for both Parts I and II further lists, by title and page number, the major
           subdivisions for each individual part.

                  In the process of assembling and binding the Contract Documents, individual pages or
           drawings may have been inadvertently omitted. Each bidder shall carefully and thoroughly examine
           his copy of the Contract Documents for completeness, for no claim of any bidder will be allowed on
           the basis that his copy of the Contract Documents was incomplete.






                                    STANDARD INSTRUCTIONS TO BIDDERS                                    2


                   Titles, sub-titles, headings, running heads, and tables of content as used throughout the
            Contract Documents, are merely convenience and in themselves are not a Contract provision or
            requirement and are not to be taken into account in any way in construing any of the rights or
            obligations of the parties to the Contract.


            3.     INTERPRETATION OF CONTRACT DOCUMENTS

                   Should any prospective bidder be in doubt as to the true meaning of any portion of the
            Contract Documents, or should he find any patent ambiguity, inconsistency, or omission thereon, he
            shall request the City Engineer, in writing, for an official interpretation or correction. The person
            making the request will be held responsible for its prompt delivery.
                   Such interpretation or correction, as well as any additional Contract provision the City may
            decide to include, will be made only as a Bulletin which will be mailed or delivered to each person
            recorded as having received a copy of the Contract Document. Any Bulletin issued by the City
            Engineer shall become a part of the Contract Document and shall be taken into account by each
            bidder in preparing his bid.

                   Only the Bulletin duly issued by the City Engineer shall be binding, and prospective bidders
            are warned that no oral interpretation, information, or instructions by any officer or employee of the
            City is authorized.

            4.     BIDDER'S QUALIFICATION

                   Bids are solicited only from responsible bidders known to be skilled and regularly engaged i
            work of similar character and proportion to that covered by the Contract Documents.                  no

                   After the opening of bids, when so requested by the City Engineer, the bidder shall promptly
            submit a certified written statement setting forth such information as the City may require concerning
            his prior experience and performance record, other work now under contract, financial condition,
            personnel and qualifications of his working -organization, available equipment, and the major parts of
            the work proposed to be sublet.

                   In addition to the above, and when so requested by the City Engineer, the bidder shall meet
            with the City's representatives and give further information in relation to its proposed tentative
            construction plan and schedule of operations,.and such other matters as the City may deem necessary
            in order to determine the bidder's qualifications, responsibility, and ability to perform and complete
            the work in accordance with the Contract requirements.


            5.     BIDDER'S EXAMINATIONS AND INVESTIGATIONS

                   The prospective bidder shall carefully and thoroughly examine all parts of the Contract
            Documents and all maps, drawings, and other data mentioned therein as being on file in the City
            Engineer's Office for examination.
                   The bidder shall make an inspection of the site of the proposed work, as well as its adjacent
            area, and determine for himself all conditions under which he will be obliged to work.
                   The submission of a proposal shall, in itself, be conclusive evidence that the bidder has made
            all examinations and investigations he deemed necessary to properly prepare a proposal meeting all
            Contract requirements.







                                    STANDARD INSTRUCTIONS TO BIDDERS                                      3


                  No plea of ignorance of conditions that may exist or that may hereafter exist, or of difficulties
           that may be encountered in the execution of the work under this Contract, as a result of the bidder's
           failure to make prudent examinations and investigations will be accepted as an excuse for any failure
           or omission on the part of the Contractor to fulfill in every detail all requirements of the Contract
           Documents, or will be accepted as a basis for a claim for extra compensation, damages, or for an
           extension of the time of completion.


           6.     LABOR AND MATERIALS

                  The City of Detroit will not furnish any labor, materials, or supplies unless specifically
           provided for in the Contract.
                  A. Labor: The bidder's attention is directed to a resolution adopted by the Common Council
           of the City of Detroit on May 6, 1947, regarding the use of Detroit Labor on construction projects:
                  "Resolved That all City Departments be and they are hereby instructed to insert a clause in all
           specifications for the erection of buildings or other construction work, or for the urchase of any and
           all commodities made in the City of Detroit, that Detroit labor must be employeTwhenever possible.
           Provided, that this limitation shall not apply to the purchase of materials and other supplies from
           persons operating outside the City of Detroit; and further
                  Resolved, That the resolution of January 20, 193 1, J.C.C., page 124, covering this same subject,
           be and the same is hereby rescinded insofar as it conflicts with this resolution."

                  These provisions are to be taken into account by the bidder in preparing his bid on this
           Contract.

                  The bidder shall make his own investigation as to the availability of labor needed and the wage
           rates, which will have to be paid in the prosecution of the Contract. No claim for extra cost or
           damages shall be made or allowed because of shortage of the required labor or any change in the
           wage rates which the Contractor is required to pay.
                  B. Materials: All materials and equipment incorporated in the work of this Contract shall be
           new. No secondhand or salvaged materials or equipment will be permitted unless specifically
           specified.
                  C. Availability of Materials: '17he specified time of completion is based upon the availability of
           the required materials. It will be assumed by the City that each bidder will have made his own
           investigation and determination of the probable availability of the required materials in the amounts
           and at the times necessary to complete the work within the time allowed for completion.
                  If, during construction, certain materials cannot be obtained in the quantities and/or at time
           necessary to complete the work within the time allowed, then an extension of time of completion will
           be considered in accordance with the provisions of Article 18, "Delays and Extension of Time", of the
           General Conditions provided:
                  (a) The materials which in the judgment of the Engineer were properly determined to be
                  available at time of bidding, become unavailable during construction;

                  (b) Diligent efforts have been made by the Contractor to secure the materials;

                  (c) Tle Engineer has been notified sufficiently in advance so that available substitutions couid
                  have been considered.






                                     STANDARD INSTRUCT'IONS TO BIDDERS                                    4



                   Delay in securing any specific materials shall not be used as the basis for delaying the
            construction of other parts of the work not dependent upon such delayed materials.


            7.     BASIS OF BID - PRICE REQUIRED

                   The Special Notice to Bidders designates the basis on which the price or prices are required.
            Such price or prices are to be submitted in accordance with the following provisions such as are
            applicable to the basis designated for this Contract.
                   In arriving at the price or prices bid, the bidder shall make his own estimates of the facilities
            and difficulties attending the performance of the proposed Contract, including local conditions,
            availability of materials, uncertainty of weather, and all other contingencies. It is the intent of the
            Contract Documents to provide for finished work and any miscellaneous items clearly necessary to
            this end shall be considered a Contract requirement whether or not specifically included in the
            Contract Documents.

                   A. Single Lump Sum Price: When proposals are invited on the basis of a lump sum price for
            the entire work included in the Contract, then only a single lump sum price shafl be -)bmitted.

                   B. Lump Sum Price for All or Parts of the Work: When proposals ar@-          - --,  '.; @ @: basis of a
            lump sum price for the entire work included in the Contract with the ogiui4 or sc,)arate bids on
                                                                                         C
            designated parts of the work, the bidder may submit a lump sum pri           or the entire work and or
            separate lump sum prices for such of the designated parts he is qualified to perform.
                   C. Lump Sum Prices for Desi&nated parts of the Work        : When proposals are invited on the19
            basis of separate lump sum prices designated for parts of related work with no provision for a single
            lump sum price for the entire work, the bidder may submit a lump sum price for each of the
            designated parts he is qualified to perform. No price shall be submitted for doing the entire work, or
            combination of parts thereof, as a single contract.

                   D. Lump Sum Price - Two or More Independent Contracts: When the Proposal is common to
            two or more Contracts for work which is distinctly separated but of the same general type, the bidder
            may submit a lump sum price for such Contracts as he selects, with the Proposal for each Contract to
            be considered independently. Unless the Proposal otherwise rovides, it will be understood that the
            bidder considers himself qualified to perform concurrently eac of the Contracts for which he submits
            a price and to perform each in accordance with its own specific Contract requirements.
                   When the Proposal so provides, a bidder, whose capacity for doing concurrent work prevents
            him.from accepting all the contracts on which he may- desire to submit proposals, may submit a lump
            sum price on such contracts as he selects with the understanding that he would be awarded only the
            total number of contracts which he stipulates in the Proposal that he has the capacity to accept and
            perform concurrently. However, the bidder shall not designate which particular contract or contracts
            he would accept in event he is the low bidder on more contracts than he has the capacity to perform
            concurrently. The determination of on what contract or contracts a bidder is considered to have
            submitted the actual low bid or bids will be made by the City on the basis of the bids which will result
            in the entire work of all contracts being done for the.least cost to the City.

                   When the Proposal so provides, and not otherwise, the bidder may submit a lump sum price
            for doing as a single contract all the work of the individual contracts in such combination as listed in
            the Proposal.







                                   STANDARD INSTRUC-RONS TO BIDDERS                                     5


                  E. Unit Price: When Proposals are invited on the basis of unit prices for various items, the
           bidder shall state a unit price for each and every item listed in the Proposal form, and such prices
           shall be extended and totaled. If, during the review of the Proposals, the City finds any errors in anv
           extension or total, the City will make the necessary corrections and award the Contract on the basis 6f
           such corrections, since the unit prices shall govern. Any proposal which does not contain a unit price
           for each item listed will be deemed incomplete and will not be considered in the award of the
           Contract.

                  Any work not specifically mentioned in the payment items listed in t e Proposal shall          be
           considered incidental to one or more of the payment items, and no claim for ad itional compensation
           will be allowed. 'Me bidder shall not add to the listed items, or combine any of t e items.

                  The quantities for the various items of work appearing in the Proposal, while stated with as
           much accuracy as possible in advance, are approximate only and given solely to provide a uniform
           basis for comparing bids and determining the amounts of the bonds. The actual quantities required to
           complete the work and for which payment will be made, may be more or less than those stated in the
           Proposal, and, if so, no claim for damages or loss of profits will be allowed.
                  The unit rice for each of the several items in the Proposal shall include its pro rata part of
           overhead and be such that the whole of the unit prices will represent a balanced bid. Any proposal in
           which the unit prices bid for any of the several items are deemed by the City to be manifestly
           unbalanced may be rejected by the City and not considered in the award of the Contract and may
           cause the entire bid to be rejected.

                  F. Alternate Bids: When the Proposal so provides, a price shall be stated for each listed
           alternate. Unsolicited alternate are not to be submitted and, if so, will not be considered in the award
           of the Contract and may cause the entire bid to be rejected.


           8.     PREPARAMN OF PROPOSALS

                  Proposals shall be carefully prepared in strict accordance with the Contract requirements and
           these instructions, otherwise the bid may be rejected and not considered in the award of the Contract.

                  A. Form: The bank form of Proposal supplied by the City shall be used. The form shall not
           be detached, but shall be submitted intact as originally bound. No change shall be made in the
           wording of the form or in any of the items mentioned therein, nor shall any         ecial conditions be
           made or included as part of the bidder's proposal. Proposals shall be filleTout legibly in ink.
           Erasures or other changes in the bid shall be explained or noted over the signature of the bidder.

                  B. State of Prices: Ile price or prices bid shall be stated in figures only and in the proper
           space or spaces provided in the Proposal form.

                  C. Evaluated Bid: When* the Proposal provides for evaluated bids, full information shall be
           supplied and computations shall be made by the bidder in accordance with the manner and method
           provided for in the Proposal. If, during the review of the Proposals, the City finds any errors in the
           bidder's computation, the City reserves the right to make the necessary corrections, including the
           changing of any values used in the computation found to be a variance with basic information or data
           furnished by the bidder. When information is required to supplement the statements made by the
           bidder, it shall be furnished in accordance with the next following section.
                                                                                             h
                                                                                            d
                                                                                             h






                                     STANDARD INSTRU=OINS TO BIDDERS                                        6


                    D. Information Required: When the Special Notice to Bidders or the Proposal form so
            requires, certain information, in addition to the price bid, shall be furnished as part of the bidder's
            proposal.    Failure of the bidder to submit the required information or the submission of the
            information in an inaccurate or incomplete form may bed cause for rejection of the entire Proposal.
                    1. Bidder's Drawings and Specifications: When bidder's drawin@s and/or -specifications are
            required to be submitted, they shall be in sufficient detail to fully and distinctly show and describe the
            equipment which the bidder proposes to furnish, including the kind and quality of the material and
            workmanship that will be used in the various parts. If any general drawings, specifications, catalogs,
            or other literature are submitted which contain information or data not pertaining to the particular
            equipment proposed to be furnished, appropriate notations to that effect must be made.
                    2. Other Information:       When the Proposal form provides space for inserting requin-ri
                                                                                                                      d
            information, such space is to be used. If the bidder finds such space insufficient, then the required
            information may be submitted on separate sheets properly identified as par tof the bidder's proposal.
                    3. Supplemental Information: The bidder may submit such supplemental information as he
            may desire, describing the equipment he proposes to furnish. However, the bidder is to completely
            fill out the Proposal form even though some of the information required to be stated'in the Proposal
            may be contained in the supplemental information furnished.
                    E. Conditional Bids: Any stipulation or qualification contrary to the Contract requirements
            made by the bidder in or accompanying his proposal as a condition for the acceptance of the Contract
            will not be considered in the award of the Contract and may cause the rejection of the entire
            Proposal.
                    F. Waiver: The bidder's attention is called to the paragraph in the Proposal headed "Waiver"
            This is included for the purpose of avoiding any controversy over the claim of any bidder of the right
            to refuse to execute the Contract and demand the return of his bid deposit on the grounds of error,
            mistakes, or omissions mad by him in his Proposal.

                    G. Name, Legal Status, and Bidder's Signature: Each bid shall contain on page PA of the
            Proposal form, the following information inserted in the respective places provided therefor:

                    a) Full business name of bidder together with Federal Treasury number.
                    b) Business address.
                    c) Signature of bidder. The person signing the Proposal shall use his usual signature, followed
                    b@ his name legibly printed on the line next below.
                    d Date of proposal.

                    The following are additional requirements, according to the bidder's legal status:

            Individual

             a) Legal status - place "X" in box for "Individual".
             b) Home address and Social Security number.

                    A bid by a person who adds to his signature the word "President", "Partner", "Agent", or other
            designation, without disclosing his principal, may be held to be the bid of the individual signing.







                                      STANDARD INSTRUCTIONS TO BIDDERS                                        7


            Doing Business Under An Assumed Name
             a) Legal status - place "X" in box for "Doing business under an assumed name" together with Federal
            Treasury number.
             b) County in Michigan in which assumed name is registered.
             c) Home address of individual and Social Security number.

            Co-Partnership
             a) Legal status - place "X" in box for "Co-partnership".
             b) County in Michigan in which co-partnership is registered.
             c) Names and home address of all partners, together with Social Security numbers.
             d) Signature of one of the partners, foliowed by the word "Partner" on the line "Title".

            Corporation
             a) Legal status - place "X" in box for "Corporation".
             b) Name of state under whose laws the corporation is incorporated.
             c) If not a Michigan corporation - indicate by "X" in appropriate box if the corporation is licensed to
            do business in Michigan. An out-of-state corporation will be required to have such license at the time
            the Contract is executed.
             d) Full names, titles, and home addresses of corporation officers, and Social Security numbers.
             e) Signature of authorized officer of corporation, followed by his title.
             f) Corporate seal affixed. . -
             g) "Certificate" for signature and seal - page P.5 of Proposal -- shall be executed by an officer other
            than the one signing the Proposal.

            Agent
                    If the bid is si! ned by an individual acting as an agent for the principal in whose name the
            Proposal is submitted the addition to the above applicable requirements, there shall be attached to
            the Proposal a power-of-attorney evidencing authority of the individual to sign and submit the bid in
            the name of the designated principal.


            9.      BID DEPOSIT

                    When the Advertisement states that the security is required with the Proposal to insure the
            acceptance and execution of the Contract and Bonds, no bid will be considered complete unless so
            guaranteed.
                    A. Amount: The amount of the bid deposit shall be not less than that stipulated in the
            Advertisement. In case the Proposal contains alternates, the amount of the bid security, if stated as a
            percentage of the bid, refers to the Base Bid. If the Proposal contains two or more Contracts, the
            amount of the bid security required is determined on the total amount of the bids for such Contracts
            for which bids are submitted.

                    B. Form: T11e bidder, at his option, may furnish either a certified check, bank draft,
            irrevocable bank letter of credit, or guaranty (bidder's) bond. If the bid deposit covers two or more
            contracts contained in the same Proposal form, one check, draft, irrevocable bank letter of credit, or
            guaranty bond may be used if properly identified to cover all contracts for which a bid is submitted.
            Cash deposits will not be accepted.





                                     STANDARD INSTRUCTIONS TO BIDDERS                                     8


                    Check: The certified check or bank draft shall be drawn on a solvent bank and made payable
            without condition to the"Treasurer, City of Detroit".

                    Irrevocable Bank Letter of Credit: The irrevocable bank letter of credit shall be drawn on a
            solvent bank and made payable to 'Treasurer, City of Detroit". Ile Irrevocable Bank Letter of
            Credit shall be given in compliance with and subject to the provisions and term of the Uniform
            Commercial Code which was adopted in Michigan in 1962 in Public Act 174. (Authorized by
            Common Council Resolution September 2, 1969, JCC 2208). '17he Irrevocable Bank Letter of Credit
            must be submitted on a form acceptable to the City of-Detroit.
                    Bond: The guaranty (bidder's) bond shall be on the form supplied by the City. The bond shall
            be executed by @ surety company licensed to do business by the State of Michigan, and in accordance
            with the instructions contained on the bond form.

                    C. Submission: The bid deposit, in whichever form, shall be enclosed in the same envelope as
            that containing the bid and is not to be submitted separately.

                    D. Return: The bid deposit of all bidders may be held by the City until all bids have been
            canvassed and the award of the Contract recommended to and approved by the Common Council.
                    The bid deposit of the bidder awarded the Contract will be held until the Contract is duly
            executed and confirmed. The bid deposits of other than the successful bidder will returned after the
            award has been made by the Common Council.
                    E. Forfeiture: If the bidder to whom the contract is awarded, refuses or neglects to properly
            execute the Contract, or fails to furnish the required surety bonds, within 10 calendar days after
            written notice to him, the amount of the deposit shall be forfeited, and retained by the City of Detroi
            as liquidated damages.


            10. SUBMITTING BID

                    A. Form: The Bid Documents containing the Proposal, together with the required bid
            deposit, shall be securely sealed in a suitable envelope clearly labeled as a bid identified by the
            Contract number stated in the Advertisement, and showing the bidder's name, so as to guard against
            premature opening.
                    B. Place and Time: Bids will be received during the regular business hours at the place and
            up to the time stated in the Advertisement, or up to the time as extended by Bulletin. Bids may be
            delivered in person or mailed, but delivery is the bidders' entire responsibility. Any bid received after
            the stated hour, even through the mail, will be returned unopened to the bidder.
                    C. Withdrawal: Bids received prior to the scheduled time for receipt of bids will be kept
            secur*ely, unopened. No bid after being received by the City will be returned to a bidder prior to the
            opening of bids. After the opening and reading of the bids, no bid may be withdrawn before the
            expiration of the number of days specified in the Advertisement, and then only in writing and in
            advance of the actual award. Netligence on the part of the bidder in preparing the bid confers no
            right for the withdrawal of the bid efore or after it has been opened.
                    D. Modifications: No bid after being submitted may be           modified or changed by letter,
            telegram, or other means, and if any such modification is received by the City, it will not be
            considered in the award of the Contract. No bidder will be permitted to submit more than one bid.






                                   STANDARD INSTRUCTIONS TO BIDDERS                                     9


          11.     OPENING OF BIDS

                  All bids received will be publicly opened and read aloud promptly after the designated time at
          the place stated in the Advertisement or as extended by Bulletin, and bidders are invited to be
          present.


          12. COMPARISON OF BIDS

                  A. Lump Sum Bids: Bids on lump sum contracts will be compared on the basis of the lump
          sum price bid, adjusted for alternate prices bid if any are called for in the Proposal.
                  B. Unit Price Bids: Bids on unit price contracts will be compared on the basis of a total
          estimated price, arrived at by taking the estimated quantities of each item state in the Proposal,
          multiplied by the corresponding unit prices bid, and including any lump sum bids on individual items.
          Any errors found in the bidder's extensions or addition will be corrected, since the individual unit
          prices govern, and the total estimated price will be adjusted accordingly.

                  C. Evaluated Bids: Bids on a evaluated basis will be compared on the basis of the net
          evaluated bid price. Any errors found in the bidder's computation will be corrected and the net
          evaluated bid
                         gee adjusted accordingly. The Contract, if awarded, will be awarded at the bid price
          to the respons le bidder having the lowest net evaluated bid price.


          13.     REJEC`TION OF BIDS
                  The City of Detroit reserves the right to reject any and all bids or to waive any irre*ularity in
          any bid should be deemed for its best interest so to do. Without being limited thereto, a bid may be
          rejected if-
                  a) The Proposal does not strictly conform to the requirements of the Contract Document or
                  law;
                  b) The Proposal contains unit prices which, in the judgment of the Engineer, are unbalanced;
                  c) The Proposal is conditional;
                  d) The bidder mis-states or conceals any material fact in the bid;
                  e) The bidder fails or refuses to promptly furnish the City information requested as to his
                  oualifications and responsibility;
                  6 A determination is made by the City that the bidder is not qualified or responsible to
                  perform the work.


          14. AWARD OF CONTRACT

                  The Contract will be awarded to the lowest responsible bidder complying with the
          requirements of the Contract Documents, provided his bid is reasonable and the best interest of the
          City of Detroit will be served by accepting it. The Contractor will not be subdivided among two or
          more bidders unless the Proposal provides for separate bids on designated parts of the work, and then
          only when the total of the lowest reasonable bids for the individual parts is less than the lowest
          responsible bid for the entire work when a combined bid is permitted.






                                        STANDARD INSTRUCTIONS TO BIDDERS                                      10


                     The Contractor will be deemed to be awarded after the formal approval of the Common
             Council if the City of Detroit has been obtained, and written notice by the City has been sent to the
             intended awardee. The Contract will not, however, be valid or binding upon the City until the
             Contract Agreement has been duly executed by both parties, the required Surety Bonds furnished,
             and the executed Contract Documents have been endorsed and confirmed in accordance with the City
             of Detroit Charter.


             15.     CONTRACT EXECUTION

                     The bidder to whom the Contract is awarded, shall within 10 calendar days after the Contract
             forms are presented to him, enter into written contract with the City by property executing the
             Agreement and furnishing the required Performance Bond and Payment Bond and other information
             and affidavits as are required by and in strict accordance with the City's instructions accompanying the
             Contract forms.

                     Any delay by the successful bidder beyond the ten calendar days stipulated for submitting to
             the City Engineer in complete and acceptable form and number, the Agreement, Bonds, and other
             required information and affidavits, will cause a like number of calender days being deducted from
             the total time stipulated for fully completing the work.

                     This provision in no way affects the rights of the City to require forfeiture of the bid deposit as
             provided for in Article 9E.


             16.     BOND REQUIREMENTS

                     The successful bidder to whom the Contract is awarded shall furnish at his own expense and at
             the time he submits his executed copies of the Contract, surety company bonds, on forms furnished by
             the City, conforming to the applicable statutes of the State of Michigan in effect at the time of the
             date of the bonds, as follows:

                     a) Performance Bond, to insure the construction and completion of the entire work according
                     to the requirements of the Contract and within the time allowed.

                     b) Payment Bond, for the protection of claimants supplying labor and materials to the
                     principal contractor or.his subcontractors in the prosecution of the work.

                     Each bond shall run to the City of Detroit, Michigan, and each bond shall be in the full amount
             of the Contract price unless otherwise specified in the Special Notice to Bidders.

                     The surety company or companies shall be a) satisfactory to the City, b) shall be listed in the
             latest issue of U.S. Treasury Form 570, and c) shall be licensed to do business in the State of Michigan
             as evidenced by a copy of the "Certificate of Authority" issued by the Michigan State Department of
             Insurance filed with the Director. Should any surety upon the Contract be deemed unsatisfactory at
             any time to the City, notice will be given to the Contractor to that effect by the City, and the
             Contractor shall forthwith substitute a new surety or sureties satisfactory to the City and without any
             additional cost to the City.

                     An executed copy of each bond will be required for each copy of the executed Contract. The
             date of the bonds shall be the same as the date of the Contract.








                                    STANDARD INSTRUCTIONS TO BIDDERS


           17. ASSIGNMENT OF CONTRACT

                  Bidder's attention is directed to Article 29 of the General Conditions, "Assignment". The City
           will not consider the ASSIGNMENT or transfer of the Contract unless an exigency occurs which was
           not known or could not have been foreseen by the bidder at the time of bidding. No assignment or
           transfer will be approved which is not in the best interest of the City.


           18.    SUBCONTRACTS

                  The bidder's attention is directed to Article 28 of the General Conditions, "Subcontracts". No
           portion of the work may be sublet without the prior written approval of the City. Bids shall be based
           on letting subcontracts, whenever possible, to Detroit comparues. Subcontractors must agree to do
           their work in Detroit and use Detroit labor where practicable to give the kind of work specified.
                  When the Proposal so provides, the bidder shall name the persons or firms he proposes to use
           as subcontractors for such parts of the work specifically listed in the Proposal. All persons or firms so
           named shall be acceptable to the City of Detroit and if any are not acceptable, the bidder will be
           required to name other persons or firms which are acceptable. Any such required substitutions will in
           no way otherwise change or modify the bidder's Proposal. After the award of the Contract, no
           substitutions will be allowed except for reasons deemed justified by and in the best interest of the
           City.












                                                 GENERAL CONDITIONS

           I.. DEFINITIONS

           The following words and expressions, or pronouns used in this stead, shall wherever they appear in
           this Contract, be construed as follows, unless a different meaning is clear from the context:

           "Bulletin" shall mean any additional contract provisions, or change, revisions, or clarification of the
           Contract Documents issued in writing by the City Officer on behalf of the City, to prospective
           bidders prior to the receipt of bids.

           "City" shall mean the City of Detroit, a municipal corporation, party of the first part, acting
           through that Official, Board, or Commission named in the Agreement as acting on behalf of the
           City.
           "Engineer" shall mean Charles S. Merz acting directly, or indirectly through his authorized
           representatives acting within the limits of the respective authority delegated to them.
           "City Officer" shall mean the officer currently holding the office named in the Agreement as acting
           on behalf of the City in this Contract in accordance with the provisions of the Charter of the City
           of Detroit, said officer acting directly or indirectly through his authorized representatives acting
           within the limits of the respective authority delegated to them.

           "City Council" shall mean the City Council of the City of Detroit.

           "Contract" or "Contract Documents" shall mean each of the various parts of the Contract referred
           to in Article 1 of the Agreement hereof, both as a whole and severally.

           "Contractor" shall mean the party of the second part hereto, whether corporation, firm, or
           individual, or any combination thereof, and its, their, or his successors, personal representatives,
           executors, administrators and assigns, and any person, firm, or corporation who or which shall at
           any time be substituted in place of the party of the second part under this Contract, and shall
           include in their respective capacities, the President, Manager, or other officer or agent for the
           time being, representing or locally managing the work of any corporation contracting herein.

           "Other Contractors" shall mean any contractor, other than the party of the second part or his
           subcontractors, who has a direct contract with the City of Detroit for work on or adjacent to the
           site of the work.

           "Contract Work" shall mean everything expressly or impliedly required to be furnished and done
           by the Contractor by any one or more parts of the Contract Documents, except "extra work" as
           hereinafter defined; it being understood that, in case of any inconsistency between any part or
           parts of this Contract, the Engineer shall determine which shall prevail.

           "Extra Work" shall mean work other than that which is expressly or impliedly required by the
           Contract Documents at the time of the execution of the,Contract.

           "Drawings" or "Contract Drawings" shall mean only those drawing specifically entitled as such and
           as listed in the Contract, or in any Bulletin, or any detailed drawing furnished by the Engineer,
           pertaining or supplemental thereto.









                                                                                                                2


              "Implied Work" shall mean any work, except "Extra Work" that may have been omitted in the
              description of said work, but the use of which is implied or necessary, and shall be deemed to be
              included in this Contract and shall be furnished by the Contractor as if the same had been stated
              specifically, without any additional charge to the City.

              "Inspector" shall mean any representative of the Engineer designated to inspect the work.

              "Materialman" shall mean any person, firm, or corporation, other than employees of the
              Contractor, who or which contracts with the Contractor, or any of his subcontractors, to fabricate
              or deliver, or who actually fabricates or delivers, plant, materials, or equipment to be incorporated
              in the work.

              11 Notice" shall mean written notice.

              "Specifications" or "Contract Specifications" shall Mean all of the directions, requirements, and
              standards of performance applying to the work as hereinafter detailed and designated under the
              General Specifications and the several divisions of the Detailed Specifications.

              "Site" shall mean the area upon or in which the Contractor's operations are carried on, and such
              other areas adjacent thereto as may be designated as such by the Engineer.

              "Subcontractor" shall mean any person, firm, or corporation, other than employees of the
              Contractor, who or which contracts with the Contractor to furnish, or actually furnishes, labor, or
              labor and materials, or labor and equipment, at or about the site, but shall not include one who
              merely furnishes materials or equipment.

              "The Work" shall mean all structures, equipment, plant, labor, materials, and facilities or things
              now or hereafter required to be furnished, installed, or (lone by the Contractor under or pursuant
              to this Contract, including extra work; and "performance of work" and words of similar import
              shall mean the furnishing, installation, or doing thereof.

              "Directed", "Required", "Approved", and words of like import whenever they apply to the work or
              its performance; the words "directed", "required", "peri-nitted", "ordered", "designated", "establish",
              11 prescribed" and words of like import used in the Contract, Specifications, or upon the Drawings,
              shall imply the direction, requirement, permission, order, designation, or prescription of the
              Engineer; and "approved", "acceptable", and words of like import shall mean approved by or
              acceptable to the Engineer.

              "Approved equal" shall mean materials, articles, or methods which have been approved by the
              Engineer as being equal to those specified or shown on the Drawings.


              2. CORRELATION AND INTENT OF DOCUMENTS ,

              The Contract Documents are complementary and what is called for by any one shall be binding as
              if called for by all. The intent of the documents, unless otherwise specifically provided, is to
              produce complete and finished work. No verbal conversation, understanding, or agreement with
              any officer or employee of the City, either before or after the execution of the Contract, shall
              affect or modify any of the terms, conditions, or obligations contained in the Contract Documents.










                                                                                                              3


           A. Contract drawings and Specifications: The City will furnish the contractor, without charge,
           such copies of the Contract and any Supplemental Drawings and Specifications reasonably
           necessary for the proper execution of the work. The Contractor shall keep on the site of the work
           at least one copy of all Drawings and Specifications which shall be accessible at all times to the
           Engineer.

           Anything mentioned in the Specifications and not shown on the Drawings, or shown on the
           Drawings and not mentioned in the Specifications, shall be of like effect as if shown on or
           mentioned in both. In case of any apparent difference between the Drawings and Specifications,
           the Contractor shall refer the matter to the Engineer for a decision as to which, in accordance with
           the intent of the Contract Documents, shall govern. Procedure without such decision shall be at
           the Contractor's own risk and expense.

           B. Supplemental Drawings and Specifications: In order to carry out the intent of the Contract
           Documents and to assist the Contractor in performing his work, the Engineer, after the execution
           of the Contract, may, by Supplemental Drawings, Specifications, or otherwise, furnish additional
           instructions, enlarged-scale, additional, or revised details, as may be necessary for construction
           purposes.

           All such Supplemental Drawings, Specifications, or instructions are intended to be consistent with
           the Contract Documents, true developments thereof, and reasonably inferable therefrom.
           Therefore, no extra costs will be allowed by the City on a claim that particular Supplemental
           Drawings, Specifications, or instructions differ from the requirements of the Contract Documents,
           incurring extra costs, unless the Contractor has first brought the matter, in writing, to the City
           Officer's attention for proper adjustment before proceeding with the work covered by such.

           If the City Officer shall decide that there is no departure from the requirements of the Contract
           Documents, the Contractor shall then proceed with the work as shown, specified, or directed. if
           the City Officer shall decide that extra work is involved, he will so modify the Supplemental
           Drawings, Specifications, or instructions to eliminate the extra work, or cause a City's written
           order to be issued in accordance with Article 19 herein.

           C. Errors and Corrections in Drawings and Specifications: The Contractor shall not be allowed
           to take advantage of any manifest errors, omissions, or discrepancies in the Drawings or
           Specificatio'ns, as full instructions will be issued by the Engineer for correction in accordance with
           the original intent of the Contract Documents. In case of any errors, omissions, or discrepancies
           in the Drawings or Specifications, the Contractor shall promptly submit the matter to the Engineer
           who, in turn, shall promptly make a determination and issue the necessary instructions in writing.
           Any adjustment by the Contractor without this determination and instructions shall be at the
           Contractor's own risk and expense.

           The work is to be made complete as intended by the Contract Documents, notwithstanding minor
           omissions on the Drawings and Specifications.


           3. CONTRACTOR'S WARRANTIES AND UNDERSTANDING

           In consideration of, and to induce the award of the Contractor to him, the Contractor represents
           and warrants:

           a)     That he is financially solvent, and sufficiently experienced and competent to perform the
           work; and










                                                                                                                  4


             b)       That the facts stated in the Proposal and the information given by him pursuant to the
             Bidding Documents are true and correct in all respects; and

             C)      That he has read, understands, and complied with all the requirements set forth in the
             Bidding Documents; and

             d)       That he has, by careful examination, satisfied himself as to the nature, amount, and
             location of the work, the character of construction equipment and facilities needed to perform the
             work, the general and local conditions, and all other matters which may in any way affect the work
             under this Contract.

             Unless otherwise specifically provided for in the Contract Documents, the Contractor shall do all
             the work and shall furnish all the tools and appliances except as herein otherwise specified,
             necessary or proper for the performing and completing the work required by this Contract, in the
             manner and within the time herein prescribed.


             4. CONTRACTOR'S RESPONSIBILITIES

             In addition to those matters elsewhere expressly made the responsibility of the Contractor, the
             Contractor shall have the full and direct responsibility for the performance of the work under this
             Contract. He shall take all precautions for safely conducting the work and preventing injuries or
             damage to persons or property on or about the work. Fie shall bear all losses, if any, resulting to
             him on account of the amount and character of the work, or because the conditions under which
             the work must be done are different from what were estimated o? anticipated by him, or because                 Ar
             of weather, floods, elements, or other causes. He shall assume the defense and save harmless the
             City of Detroit and its individual officers, employees, or agents from any and all claims ari - - out
             of the work performed or to be performed, and for any act or neglect of the Contractor, his 'ents
             or employees.

             The mention of any specific responsibility or liability of the Contractor in this or in any part of the
             Contract Documents shall not be construed as a limitation or restriction upon the general
             responsibility or liability imposed on the Contractor by the Contract Documents.


             5. COMPLIANCE WITH LAWS

             The Contractor shall fully comply with all local, state and federal laws, ordinances, and regulations
             applicable to this Contract and the work to be done hereunder.

             The City shall secure the general building permit. The Contractor shall secure all other permits
             and licenses necessary for the prosecution of the work and shall fully comply with all their terms
             and conditions. All required permits and licenses shall be secured by the Contractor without
             additional cost to the City.

             It is the intent that all work required to be done under this Contract comply with the applicable
             permits and licenses as issued to the City and the Contractor. Should any applicable permit or
             license be issued with special supplemental requirements pertaining specifically to this Contract
             which are in variance with express Contract requirements, the Contractor shall immediately report
             the matter in writing, to the City Officer for determination and adjustments as may be found
             necessary. The City Officer will cause a written order to be issued in accordance with the Articles
             19 and 20 herein covering such changes with such special supplemental conditions or
             requirements, unless the City Officer secures a written waiver covering the difference from the
             issuing depanment or agency.









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           Should the Contractor fail to observe the foregoing provisions and construct work in variance with
           any special supplemental requirements of the applicable permit or license pertaining specifically
           to the work under this Contract, or with such as amended by waiver, notwithstanding the fact that
           such construction is in compliance with the Drawings and Specifications, the Contractor shall
           remove such work without cost to the City, but the City's written order will be issued only to cover
           the excess cost, if any, that the Contractor would have been entitled to receive if the change had
           been made before the Contractor commenced work on the items involved.

           Should the issuing department or agency after issuing the permit or license later require changes
           in the work constructed in accordance with the Drawings and Specifications, or the special
           supplemental requirements of such permits or licenses, the City Officer will cause a written order
           to be issued in accordance with the Articles 19 and 20 herein covering such changes in the work as
           may be necessary to conform to the later requirements.


           6. PROTECTION OF WORK AND OF PERSONS AND PROPERTY

           During the performance and up to date of final acceptance, the Contractor shall be under absolute
           obligation to protect the finished and unfinished work against any damage, loss, or injury. in event
           of such damage, loss, 'or injury, the Contractor shall promptly replace or repair such work,
           whichever the Engineer shall determine to be preferable. The obligation to deliver finished work
           in strict accordance with the Contractor prior to final acceptance shall be absolute and shall not be
           affected by the Engineer's approval of or failure to prohibit means and methods of construction
           used by the Contractor.
           During performance and up to the date of final acceptance, the Contractor shall take all
           reasonable precautions to protect the persons and property of City and others on or adjacent to
           the site of the work from damage, loss, or injury from his or his subcontractors' operations under
           this Contract, except such property as the owners thereof may themselves be under a legal duty to
           protect. The Contractor's obligation to protect shall include the duty to provide, place, and
           adequately maintain at or about the site, suitable guards, lights, barricades, enclosures, danger
           signals, provide watchmen and such other facilities for protection required by public authority,
           local conditions, or by order of the Engineer. In an emergency affecting the safety of life or of the
           work or of adjoining property, the Contractor, without special instruction or authorization of the
           Engineer, shall take such action necessary to prevent threatened damage, loss, or injury.

           Within three days after notice to him of the happening of any such damage, loss, or injury to
           persons, work, or property, the Contractor shall make a full and complete report thereof in writing
           to the City Officer.

           If the persons or property of others on or adjacent to the site sustain damage, loss, or injury
           resulting directly or indirectly from the work of the Contractor, or his subcontractors, in the
           performance of this Contract, or from his or their failure to comply with any of the provisions of
           this Contract, or law, the Contractor shall defend, indemnify, and hold the City harmless from any
           and all claims and judgments to which the City may be subjected or which it may suffer or incur by
           reason thereof.

           The provisions of this Article shall not be deemed to create any new right of action in favor of
           third parties against the Contractor, or the City.









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              7. PROTECTION FOR LABOR AND MATERIAL

              The Contractor for himself or any of his subcontractors shall pay all indebtedness which may
              become due to any person, firm, or corporation having furnished labor, materials, or both in the
              performance of this Contract. The "Payment Bond" furnished by this Contract is pursuant to Act
              351 of the Public Acts of Michigan for the year 1972, as it may be amended to date. It shall be the
              responsibility of each person, firm, or corporation claiming to have furnished labor, materials, or
              both, in connection with this Contract, to protect his or its Interests in the manner prescribed by
              the Act 35 1.



              8. INSURANCE

              During performance and up to the date of final acceptance of the work, the Contractor shall effect
              and maintain the following types of insurance, when so required by the Standard Notice to Bidders
              and in amounts not less than those stated therein. Such insurance shall be carried by financially
              responsible insurance companies, licensed in the State of Michigan, and satisfactory to the City.
              Before commencing work, the Contractor shall submit the original or certified copies of his
              policies to the Engineer for review and approval. Any policy found not satisfactory shall be
              corrected or replaced by a new policy, if necessary, from another company. Insurance policies
              covering operations under this Contract which expire before final acceptance of the work shall be
              renewed and the new policies submitted to the City Officer for review and approval. All policies
              which are subject to cancellation shall be endorsed to provide that such cancellation shall not
              become effective without twenty days' prior notification to the City Officer for Workmen's
              Compensation and ten days' prior notification for all other types of insurance. Certificates of
              insurance shall also be filed with the City Officer.

              A. Workmen's Compensation Insurance: All employees of the Contractor and his subcontractors
              engaged in work at the site shall be covered by Workmen's Compensation Insurance.                      In
              accordance with the Michigan State Compensation Law.              In case any work is sublet, the
              Contractor shall require each subcontractor to similarly provide Workmen's Compensation
              Insurance for his respective employees, unless such employees are covered by the insurance
              provided by the Contractor.

              B. Public Liability and Property Damage Insurance: Public Liability Insurance and Property
              Damage Insurance shall protect the Contractor against his liability because of injury, sickness, or
              disease, including death at any time resulting therefrom sustained by any person, not employees,
              and against his liability because of injury to or destruction of property of others, including the loss
              or use thereof, respectively, caused by any and all operations under this Contract, including, but
              not limited to, the use of any and all types of construction equipment and methods used on the
              work.

              In case any work is sublet, the Contractor shall effect and maintain Protective or Contingent
              Public Liability and Property Damage Insurance, in amount not less than those fixed for Public
              Liability and Property Damage Insurance, to protect him against his liability arising out of the
              operations at the site of such subcontractors.

              In addition to the above requirements, if any work i    s sublet, the Contractor shall require each
              subcontractor not fully protected under the Contractor's Public Liability and Property Damage
              Insurance Policies, to effect and maintain during the period of his respective operations at the site,
              Public Liability and Property Damage Insurance. The amounts of such insurance, if not in the
              amounts as fixed for the Contractor, shall be determined by the Engineer based on the nature and
              potential hazards of the operations of the respective subcontractors, and shall not necessarily be
              based on the amount of the subcontract. In no case, however, shall the amount of such coverage









                                                                                                                7


            for Public Liability be less than $100,000 for one person and $300,000 for each accident or
            occurrence, nor the amount for Property Damage be less than $100,000 for each accident and
                                                               0
            $300,000 for aggregate operations, and may be fixed up to and including the amounts fixed in the
            Special Notice to Bidders.

            C.    Fire Insurance:    Fire Insurance with Extended Coverage and Vandalism and Malicious
            Mischief endorsements shall be at 100 per cent value, and shall include iternk of labor and
            materials connected therewith whether in or adjacent to the structure insured; materials in place,
            or to be used as part of the permanent construction, including surplus materials, shanties,
            protective fences, bridges, or temporary structures; miscellaneous materials and supplies incident
            to the work; and such scaffolding, stages, towers, forms, and equipment as are not owned or rented
            by the Contractor, the cost of which is included in the cost of the work. This insurance shall not
            cover any tools owned by mechanics, any tools, equipment, scaffolding, stages, towers, and forms
            owned by the Contractor, the capital value of which is not included in the cost of the work.
            The policy shall be secured in the name of the City of Detroit for the benefit of the Contractor
            and or the City, as the City Officer shall find their respective interests to appear. The original of
            the policy shall be filed with the City Officer for transmittal to the City Finance Department,
            which shall retain it until the work has been physically completed and found, by the City Officer,
            to be acceptable under the terms of the Contract. The policy shall not be cancelled or permitted
            to expire without the consent of the City Officer in writing.

            The loss, if any, when paid, except such portion or portions thereof which may be applied for loss
            or damage to the Contractor's temporary plant and equipment, shall be retained by the City as
            security for the performance by the Contractor of his obligations under the Contract, and shall be
            released to the Contractor in periodical payments as such performance progresses.

            D. Other Insurance: Other types of insurance, if any, shall be in the amounts as fixed in the
            Special Notice to Bidders.      All applicable provisions of this Article shall also apply to such
            additional insurance.



            9. MATERIALS AND WORKMANSHIP

            Unless otherwise expressly provided in the Contract Drawings or Specifications, the work shall be
            performed in accordance with the best modem practice with materials and workmanship of the
            highest quality for the particular purpose.        The Engineer shall judge and determine the
            Contractor's compliance with these requirements.

            Where materials, equipment, or articles are specified by a particular brand, or name of a
            propnetary product, or "approved equal", the Engineer shall decide the question of quality of
            other materials, equipment, or articles proposed by the Contractor. Materials, equipment, or
            articles specified by reference to the number of a specific standard, such as an A.S.T.M. Standard,
            a Federal Specification, or similar standard, shall comply with such standard, except as limited to
            type, class or grade, or modified in the Specifications, shall have full force and effect as though
            printed in full therein.

            The Contractor shall be free to secure the approved materials, equipment, and articles from
            sources of his own selection. However, if the Engineer finds that the work will be delayed or
            adversely affected in any way because a selected source of supply cannot furnish a uniform
            product in sufficient quantity and at the time required, or the product is not suitable for the work,
            the Engineer shall have the right to requ      Ire the original source of supply changed by the
            Contractor.    The Contractor shall have no claim for extra cost or damage because of this
            requirement.









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             10. INFORMATION BY THE CONTRACTOR

             The Contractor shall submit to the Engineer for approval, information concerning the materials,
             equipment, and articles which he proposes to furnish and the manner or arrangements for
             incorporating them in the work. This information shall be complete to the extent necessary that
             the Engineer may intelligently determine if the proposed materials, equipment, articles, manners,
             and arrangements are acceptable and will meet the Contract requirements. The information shall
             be in the form and submitted in the manner prescribed in the General Specifications or as
             directed by the Engineer.

             The information shall be submitted on dates sufficiently in advance of requirements to afford the
             Engineer ample time to check it, including time for correcting, resubmitting, and recheck, if
             necessary, and no request for an extension of the Contract time for completion will be granted to
             the Contractor by reason of his failure in this respect.

             Any work done by or for the Contractor prior to the Engineer's required approval of materials,
             equipment, articles, and their arrangements, based on the information submitted by the
             Contractor, shall be at the Contractor's own risk and subject to subsequent rejection.

             The approval of the Contractor's information covering, materialsi equipment, articles, manners,
             and arrangements by the Engineer shall be general and shall not relieve the Contractor from the
             responsibility for adherence to the Contract, nor shall it relieve him of the responsibility for any
             errors which may exist.


             11. MEANS AND METHODS OF CONSTRUCTION

             Unless otherwise expressly provided in the Contract Drawings, Specifications, or Bulletins, the
             means and methods of construction shall be such as the Contractor may choose; subject, however,
             to the Engineer's night to prohibit means and methods proposed by the Contractor which in the
             Engineer's judgment:

             a)     Will constitute a hazard to the work, or to persons or property, or will violate express
             requiremen6 of applicable laws or ordinances; or

             b)     Will cause unnecessary or unreasonable inconvenience to the public; or

             C)     Will not produce finished work in accordance with the requirements of the Contract
             Documents; or

             d)     Will not assure the work to be- completed within the time allowed by the Contract.

             The Engineer's approval of the Contractor's means or methods of construction, or the Engineer's
             failure to exercise his right to prohibit such means or methods, shall not relieve the Contractor of
             his obligation to accomplish the result intended by the Contract; nor shall the exercise of such
             right to prohibit create a cause of action for damages.










                                                                                                                9


            Where the Contract Drawings, Specifications, or Bulletins require the use of specific means or
            methods of construction, the Contractor shall submit his proposed plan of procedure to the
            Engineer sufficiently in advance to permit a reasonable time for determining the adequacy and
            safety of the proposed plan. Failure to so submit the proposed plan within a reasonable time shall
            not create a cause of action for damages for the resulting delay in the work or be a cause for
            extension of time by the City for completion of the work.


            12. SUPERINTENDENCE OF CONTRACTOR

            The work under this Contract shall be under the direct charge and superintendence of the
            Contractor. Except where the Contractor is an individual and gives his personal superintendence
            to the work, the Contractor shafl provide a competent superintendent or general foreman on the
            work at all times during progress with full authority to act for him. The Contractor shall also
            provide an adequate staff for the coordination and expediting of his work.

            The superintendent and staff shall be satisfactory to the City Officer. The superintendent or
            general foreman shall not be changed during this Contract except with the written consent of the
            City Officer unless the superintendent or general foreman proves unsatisfactory to the Contractor
            and ceases to be in his employ.


            13. EMPLOYEES

            The Contractor shall employ only competent, efficient workmen and shall not use on the work any
            unfit person or one not skilled in the work assigned to him, and shall at all times maintain good
            order among his employees.

            Whenever the City Officer shall inform the Contractor, in writing, that, in his opinion, any
            employee is unfit, unskilled, disobedient, or is disrupting the orderly progress of the work, such
            employee shall be removed from the work and shall not again be employed on it.

            Neither party shall employ or hire any employee of the other party without the latter's consent.


            14. WORKING AREA

            The Contractor shall confine his equipment, storage of materials, and construction operations to
            the area shown on the Contract Drawings or stated in the Specifications, prescribed by ordinance,
            laws, or permits, or as may be directed by the City Officer, and shall not unreasonably encumber
            the site or public right-of way with his construction equipment, plant or materials.

            Such area shall not be deemed for the exclusive use of the Contractor. Other contractors of the
            City may enter upon and use such portions of the area and for such times as determined by the
            Engineer are necessary for all purposes required by their contracts. The Contractor shall give to
            such other contractors all reasonable facilities and assistance to the end that the work on this and
            the other contracts will not be unduly or unreasonably delayed. Any additional grounds desired by
            the Contractor for his use shall be provided by hirn at his own cost and expense.










                                                                                                                 10


             15. OTHER CONTRACTORS

             The City of Detroit may award other contracts for additional work on this project, or contiguous
             thereto, and the Contractor shall fully cooperate with such other contractors and shall coordinate
             and fit his work to be done hereunder to such additional work as may be directed by the Engineer.
             The Contractor shall not commit or permit any act which will interfere with the performance of
             work by any other contractor.

             If the City Officer shall determine that the Contractor is failing to coordinate or fit his work with
             the work of other contractors or City forces as directed by him or his authorized representative:

             a)     The City shall have the right to withhold payments due hereunder until such time as the
             Contractor complies; and

             b)      The Contractor shall indemnify and hold the City harmless from any and all claims of
             judgment from damages and from costs and expenses which the City may suffer, incur, or be
             subjected to by the Contractor's failure to carry out the Engineer's directions; and

             C)     The City shall have the right to retain such monies as provided for in Article 33 herein as
             the City may decide necessary to protect itself with respect to claims which may be made for
             damages caused by the failure to carry out the City Officer's directions.

             Upon receiving written notice from the Contractor that another contractor is failing to coordinate
             his work with the work under this Contract as directed by the City Officer, the City Officer will
             promptly investigate the charge and take such necessary action as the situation may require.
             However, the City shall not be liable to the Contractor for damages suffered by this Contractor
             through failure of another contractor to carry out the directions of the City Officer, or by reasons
             of another contractor's default in performance, as the City makes no warranty as to the
             responsibility or continued ability of another contractor.

             If the Contractor suffers damage by reason of any act or omission of such other contractor, the
             Contractor shall have no claim against the City, but shall have the right to recover such damages
             from the other contractor under the provision similar to the following provision which has or will
             be inserted in the contracts with such other contractors who are or who will be performing work
             upon the site of the work to be performed hereunder.

             Should any other contractor having, or who shall hereafter have, a contract with the City of
             Detroit for the performance of work upon the site of the work to be performed hereunder, suffer
             any damage through the act or omission of the Contractor hereunder, or through any act or
             omission of any subcontractor of the Contractor, the Contractor agrees to reimburse such other
             contractor for all such damages and hold the City harmless from all such claims.


             16. CITYS RIGHTS TO SUSPEND WORK

             The City shall have  the right by written order to require the Contractor to suspend the whole or
             part of the work whenever, in the judgment of the City'Officer, such suspension is required:

             a)     In the interest of the City generally;

             b)      Due to Government controls or orders which make performance of this Contract
             temporarily impossible or illegal;

             C)     To coordinate the work of the various contractors engaged on this project;









            d)      To expedite the completion of the entire project even though the completion of this
            particular Contract may be thereby delayed.

            The written order of the City Officer to the Contractor shall state the reason for suspending the
            work and the anticipated periods for such suspension. Upon receipt of the City Officer's written
            order, the Contractor shall suspend the work covered by the order and shall take such means and
            precautions as may be necessary to properly protect the finished and partially finished work, the
            unused materials, and uninstalled equipment. Work shall not again be resumed on that part of
            the work ordered suspended until ordered by the City Officer in w-riting to do so.

            No additional compensation shall be paid to the Contractor for such suspensions other than:
            a)     Extending the time for the completion of the work, as much as it may have been delayed by
            such suspension, as determined by the City Officer;
            b)      The actual and necessary costs of properly protecting the finished and partially finished
            work, unused materials, and uninstalled equipment during the period of the ordered suspension as
            determined by the City Officer as being beyond the Contract requirements. Such costs, if any,
            shall be determined on the basis set forth in Article 20 herein.

            If the City Officer does not give the Contractor a written order to resume work within 60 days
            from the date fixed in the written order to suspend work, then the Contractor shall be entitled to
            receive any money retained by the City on all work done on the portions ordered delayed. Such
            money so released will be included in the next succeeding progress payment.

            If the City Officer does not issue the written order to resume work within 90 calendar days from
            the date fixed in the written order to suspend work, then the Contractor may at any time
            thereafter notify the City Officer, in writing, of his intention to terminate the Contract within a
            stipulated time from the date of such notification, which time shall not be less than 30 days, unless
            the written order to resume work is issued by the City Officer within such stipulated time. If, at
            the expiration of the time stipulated in the Contractor's written notification, the written order to
            resume work has not been issued by the City Officer, the Contract will be considered terminated.
            Final settlement with the Contractor for the work performed will be made in accordance with the
            provisions of Article 27 herein.


            17. USE OF COMPLETED PORTIONS OF WORK

            The City may, after written notice by the City Officer to the Contractor, take over and use any
            completed portion of work prior to the final completion of the entire work included in the
            Contract, and notwithstanding that the time allowed for final completion has not expired. The
            Contractor shall not object to, nor interfere in any way with, such occupancy or use after receipt of
            the City Officer's written notice.

            Immediately prior to such occupancy and use, the Engineer will inspect such portion of the work
            to be taken over and will furnish the Contractor a written statement of the work, if any, still to be
            done on such part. The Contractor shall promptly thereafter complete such unfinished work to
            permit occupancy and use on the date specified in the City Officer's written order, unless the
            Engineer shall permit specific items of work to be finished after the occupancy and use by the
            city.









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              The Contractor shall not be responsible for any damage or maintenance costs due directly to the
              occupancy and use of such part by the City. The period of guarantee, if any, for such portion of
              the work shall begin on the date of occupancy and use by the City. If the occupancy and use of
              such portion directly causes a delay in completion of the balance of the work beyond the time
              -allowed for final completion of the entire work, then the Contractor will be allowed an extension
              of time commensurate with such delay as determined by the City Officer in accordance with the
              provisions of Article 18 herein.

              .When the Contract requires that the Contractor provides, fire insurance in accordance with Article
              8 herein, such insurance shall not be cancelled or reduced in amount by reason of the occupancy
              and use by the City of any completed portion of the work. The insurance in the full amount as
              required by the Contract shall be kept in force and at the Contractor's expense until final
              acceptance of the entire Contract.


              18. DELAYS AND EXTENSION OF TIME

              An extension of time for completion of the work under the Contract may be granted by the City
              Officer, subject to conditions of this Article, but only upon the written application of the
              Contractor.

              In general, an extension of time will be granted by the City Officer only if the delay is unavoidable
              and substantial, not the fault of the Contractor, and could not be reasonably anticipated or
              adequately guarded against. The Contractor will not be liable for liquidated damages during the
              period for which time of completion is extended by the City.

              A. Grounds for Extension: The Contractor shall be entitled to a reasonable extension of time for
              unavoidable delay in completion caused solely by:

              a)     Any acts or omissions of the City, its officers, or employees.

              b)     Any acts of other public authority;

              C)     Causes not reasonably foreseeable by the parties at the time of the execution of this
              Contract and which are entirely beyond the control and without the fault or negligence of the'
              Contractor, including, but not limited to, acts of God, or the public enemy, war or other national
              emergency making performance temporarily impossible or illegal, acts or omission of other
              contractors, strikes and labor disputes not brought on by any act or omission of the Contractor,
              fire, floods, epidemics, quarantine restrictions, freight embargoes, weather of unusual severity
              such as cyclones or tornadoes, or excessive abnormal weather.

              B. Concurrent Causes of Delay: The Contractor shall not be entitled to receive a separate
              extension of time for each of several causes of delay operating concurrently, but, if at all, only for
              the actual period of delay in completion of the work as determined by the City Officer,
              irrespective of the number of the causes contributing to produce the delay. If one of the several
              causes of delay operating concurrently results from any act, fault, or omission of the Contractor or
              his subcontractors or materialmen, and would of itself, irrespective of the current causes, have
              delayed the work, no extension of time will be allowed for the period resulting from such act, fault,
              or omission.

              C. Delays of Subcontractors or Materialmen: Delays caused by the Contractor's subcontractors
              or materialmen will, in themselves, not be causes for an extension of time by the City Officer.
              Such delays to warrant an extension of time must be cccasioned by the same causes specified in
              "A" above, "Grounds for Extension".









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            D. Delays by Other Contractor: If several contracts are entered into by the City for performance
            of work on the site of this contract and the specified time of completion of the work under the
            several contracts is predicated on the work being carried on concurrently, the Contractor will not
            be entitled to any extensions of time because of necessary interruptions to or suspensions of his
            work, required to enable the other contractors to perform their work on the sire, as such necessary
            interruptions to or suspension of his work where taken into consideration in fixing the Contract
            time for completion.

            E. Contractor's Application: The Contractor shall submit his written application to the City
            Officer within five days from the beginning of the claimed delay, unless the City Officer should
            grant additional time if, in his judgment, circumstances so justify, but in any event prior to the
            Contract date for final completion. Should the delay claimed be for acts or omissions of the City
            which the City might have rectified or mitigated had the Contractor more promptly submitted his
            application, the Contractor shall not be entitled to an extension of time for such period of delay as
            determined by the City Officer resulted from failure of the Contractor to more promptly submit
            his application. The Contractor's application shall set forth in detail the nature of each alleged
            cause of delay, the date upon which each such cause of delay began and, if not still continuing,
            when ended, with the number of days delay attributable to each of such causes. The application
            shall also give the reason why, in the Contractor's opinion, the delay was unavoidable and beyond
            his control.

            The City Officer will review the Contractor's application and shall ascertain the facts, and the
            cause and extent of delay. The City Officer shall have the authority to request the Contractor to
            furnish additional information to substantiate any statements or claims made in the application.
            Failure of the Contractor to promptly and fully furnish the additional information requested shall
            be deemed a waiver on the part of the Contractor for an extension of time requested. The City
            Officer shall be under no obligation, however, to request additional information and may confine
            his review and base his decision solely on the statements made in the Contractor's original written
            application.

            F. City Officer's Determination: The City Officer will make a determination based, based on the
            ascertained facts and the terms of this Contract, if an extension of time is justified, and, if so, will
            extend the time for completing the work for a period commensurate with the period of excusable
            delay. The determination made by the City Officer shall be binding and conclusive on the
            Contractor.

            If the City Officer determines that the causes of delay justify an extension of time but the period of
            such extension can not be simultaneously determined due to the delay still continuing, the City
            Officer, will extend the time of completion for the delay attributable to such causes, with the
            proviso that the commensurate period of the extension of time will be later determined when the
            period of excusable delay can be definitely established. Such extension of time, without the actual
            period being initially determined, shall in no wise tend to modify or abrogate the Contract
            provision that time is of the essence, nor permit the claim for additional time because of avoidable
            consequential delays.

            G. Permitting Continuation of Work: Permitting the Contractor to continue with the work after
            the time fixed in the Contract has expired, or after the time to which such completion may have
            been extended has expired, or the making of any payments to the Contractor after such time, shall
            in no wise operate as a waiver on the part of the City of any of its rights under this Contract and
            shall not in any way release the sureties hereunder.









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              H. No Damages for Delay: The Contractor agrees to make no claim for damages for delay in the
              performance of this Contract occasioned by any act or omission of the City and agrees that any
              such claim shall be fully compensated for by an extension of time to complete performance of the
              'work, as provided for herein.


              19. CHANGE OR MODIFICATION OF CONTRACT

              The City Officer may, from time to time, by written order to the Contractor, change or modify this
              Contract, provided the general character of the work as a whole is not materially affected thereby.
              Such changes or modifications shall not invalidate the Contract or the surety bonds, nor relieve or
              release the Contractor or Surety from any of their respective obligations or liabilities under the
              Contract or bonds. Drawings in themselves shall not be considered as a written order.

              The written order shall be valid only when signed by the City Officer and, in addition, if the
              change or modification results in an increase of $ 1, 000 or more in the Contract price, the approval
              of the Common Council has been obtained. The written order shall designate the amount of the
              adjustment, if any, in the Contract price and stipulate any extension in time for completion of the
              Contract.

              When, in the judgment of the Engineer, circumstances necessitate, but time does not permit the
              prior determination of the adjustment in the Contract price or in the time of completion, if any,
              the Engineer shall have authority to issue, on behalf of the City Officer, the Tequired written
              order, designated as an "emergency order". Such emergency prder shall be later confirmed in
              writing by the City Officer when the adjustment in the Contract price or time of completion, if any,         Or
              has been determined.

              The Engineer shall also have authority to issue a written order on behalf of the City Officer for
              changes or modifications not involving adjustments in the Contract price or in the time of
              completion.


              20. METHODS FOR DETERMINING ADJUSTMENTS IN CONTRACT PRICE

              Adjustments, if any, in the Contract price, either additive or subtractive, by reason of a change or
              modification in the Contract ordered in writing by the City Officer, shall be limited to the amount
              stated in the written order. Adjustment in price shall be determined by one or more of the
              following methods, the City Officer having the right to select the method or methods used:

              A. Lump Sum Amount: By this method, the amount of the adjustment will be the amount of an
              acceptable lump sum proposal from the Contractor. To facilitate checking and acceptance, the
              City Officer shall have the right to require the Contractor's lump sum proposal to be itemized with
              quantities and prices for the various items.

              B. Unit Price: By this method, the amount of the adjustment will'be computed by applying
              acceptable unit prices to the various items. The unit prices may be those for which there are
              applicable unit prices in the original Proposal, the approved Detailed Estimate, or may be those
              fixed by subsequent agreement between the City and Contractor.

              C. Cost- Plus- Limited Amount: By this method, the amount of adjustment will be determined by
              (a) the actual, necessary, and reasonable costs directly incurred by the Contractor or
              subcontractor, plus (b) a fixed percent, and (c) with the total amount limited to the maximum
              amount started in the City Officer's written order.











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           The total amount of the adjustment will be determined as follows:

            Annual cost" will consist of:

           1)      Labor: Being the amount shown on the Contractor's payroll for direct labor used, with
           payroll taxes or contributions for Unemployment Insurance Compensation and Federal Social
           Security, etc., added, when same have been incurred. In no case, however, shall the wage rates
           charged for labor exceed the wage rates paid for the same class of labor employed on the original
           Contract work; plus

           2)      Materials: Being the net cost of materials, including the cost of transportation to the site,
           as shown by invoices; plus

           3)      Equipment: Being the actual cost of equipment rental, or rental value if contractor-owned,
           but not to exceed the prevailing rentals charged in the Detroit district for equipment of like size
           and condition, plus the actual incurred costs for necessary supplies and repairs for operating the
           equipment; plus


           4)      Insurance: Being the net additional cost of insurance premiums which are incurred and
           which are determined from the labor payrolls, limited, however to such typFs of insurance
           required by the Contract.

           To the total sum of Items I through 4 shall be added the following percent:

           5)      For Work Done by Contractor's Forces: Fifteen percent as compensation for all other
           items of expense, including superintendence, use of ordinary tools, general overhead, bonds, and
           profit.

           6)      For Work Done by Subcontractor's Forces: Ten percent of the subcontractor's "actual
           costs", computed in accordance with Items I through 4, as full compensation for all other items of
           expense and profit of the subcontractor, plus an additional five percent of the subcontractor's
           ft actual costs" as full compensation for all the other items of expense and profit of the Contractor.

           7)      When Both Extra and Omitted Work: When the City Officer's written order involves both
           extra work and omitted Contract work in a lump sum contract, or a part of a lump sum item in a
           unit price contract, the difference between the actual cost of the extra work, obtained pursuant to
           Items I through 4, and the estimated net cost, exclusive of overhead and profit, the omitted
           Contract work shall be determined. The estimated net cost of the omitted Contract work shall be
           taken at 87 percent of the total cost shown in the Detailed Estimate or lump sum amount for the
           item in the Proposal, or, if such is not applicable, by estimate according to Items I through 4.

           The total adjustment in the Contract price shall then be determined as follows:

           a)      Net Increase: If the actual cost of the extra work exceeds the estimated net cost of the
           omitted Contract work, the Contract price shall be increased by the net difference, plus the
           applicable percent in Items 5 or 6.

           b)       Net Decrease: If the estimated net cost of the omitted work exceeds the actual cost of the
           extra work, the Contract price shall be reduced by the net difference, plus five percent of the
           estimated net cost of the omitted work. When the City's written order involves both extra work










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             and omitted work covered by Contract unit prices, the cost of the extra work shall be determined
             in accordance with Items I through 6 and the cost of' the omitted work shall be obtained by
             Contract unit prices. The adjustment in the Contract price shall be the difference, either additive
             or subtractive, between the cost of the extra work and the omitted work.

             8)     Maximum Limit of Cost: The total amount of the adjustment in the Contract price shall be
             limited to the maximum amount stated in the City Officer's written order to the Contractor to
             perform the work. The final amounts that are to be allowed will be as computed pursuant to
             Items I through 7 or the stated maximum amount, whichever is the lesser amount.

             9)     Records of Costs: The Contractor and his subcontractors shall keep accurate, complete,
             daily records of the net actual cost incurred for the extr-a work performed, and shall present such
             information in the form and times as directed by the Engineer, as provided for in Article 22
             herein.


             21. DISPUTED WORK, DETERMINATION, OR ORDER

             If the Contractor is of the opinion that (a) the work necessary or required to accomplish the result
             intended by this Contract, or (b) any work ordered to be done as Contract work by the Engineer
             or City Officer, is extra work, or (c) any determination or order of the Engineer or City Officer
             violates the terms and provisions of this Contract, the Contractor shall promptly, either before
             proceeding with such work or complying with such order or determination, or simultaneously
             therewith, notify the City Officer in writing of his contentions with respect thereto and request a
             final determination thereof.

             Such determination of the City Officer shall be given in writing to the Contractor. If the City
             Officer determines that the work in question is extra work and not of required performance by the
             Contractor beyond that required by the Contract or violates the terms and provisions of the
             Contract, thereupon the City Officer shall cause either (a) the issuance of a written order by the
             City covering the extra work as provided for in Article 19 hereof, or (b) the determination or order
             complained of to be rescinded or so modified so as to not require performance beyond that
             required by or so as not to be in violation of the terms and provisions of the Contract.

             If the City Officer determines that the work in question is Contract work and riot extra work, or
             that the determination or order complained of does not require performance by the Contractor
             beyond that required by the Contract or violates the terms and provisions of the Contract, he will
             direct the Contractor to proceed and the Contractor must promptly comply. However, in order to
             reserve his right to claim compensation for such work or damages resulting from such compliance,
             the Contractor must, within five days after receiving the City Officer's determination and
             direction, notify the City Officer in writing that the work is being performed, or that the
             determination and direction is being complied with, under protest.

             If the Contractor fails to so appeal to the City Officer for a determination or, having so appealed,
             should the Contractor thus fail to notify the City Officer in writing of his protest, the Contractor
             shall be deemed so have waived any claim for extra compensation or damages therefor. No oral
             appeals or oral protests, no matter to whom made, shall be deemed even substantial compliance
             with the provisions of this Article.

             If the Contractor shall claim to be sustaining damages by reason of any acts or omissions of the
             City, its officers, or employees, he shall within five days after such acts or omissions occur, notify
             the City Officer in writing, except that if the claim is of a continuing character and the notice of
             claim is not given within the five days of its commencement, the claim will be considered only for
             a period commencing five days prior to the receipt by the City Officer of the notice thereof.










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         Within 30 days after the date of notification, or within such additional time as may be granted in
         writing by the City Officer upon the Contractor's written request therefor, the Contractor shall
         submit to the City Officer verified detailed statements of the damages sustained together with
         documentary evidence of such damages. On failure of the Contractor to fully comply with the
         foregoing provisions, such claims shall be deemed waived and no right to recover on such claims
         shall exist.

         In addition to the foregoing statements, the Contractor shall, upon notice from the City Officer,
         produce for examination at the Contractor's office, by the representatives of the City, all his books
         of record, showing all of his acts and transactions in connection with or relating to or arising by
         reason of this Contract. At such examination a duly authorized representative of the Contractor
         may be present.

         Unless the aforesaid statements shall be made and filed within the time aforesaid and the
         aforesaid records submitted for examination, the City shall be released from all claims arising
         under, relating to, or by reason of this Contract, except for the sums certified by the City Officer to
         be due under the provisions of this Contract. It is further stipulated and agreed that no person has
         power to waive any of the foregoing provisions, and that in any action against the City to recover
         any sum in excess of the sums certified by the City Officer to be due under or by reason of this
         Contract, the Contractor must allege in his complaint and prove, at the trial, compliance with the
         provisions of this section.

         In connection with the examination provided fore herein, the City Officer, upon demand therefor,
         will also produce for inspection by the Contractor such records as the City may have with respect
         to such disputed work or work performed under protest pursuant to order of the City Officer,
         except those records and reports which may have been prepared for the purpose of determining
         the accuracy and validity of the Contractor's claim.


         22. PERFORMANCE OF EXTRA OR DISPUTED WORK

         While the Contractor or his subcontractor is performing extra work in accordance with the City
         Officer's written order, the cost of which is to be determined by method "C" of Article 20 hereof,
         or is performing disputed work or complying with a determination or order under protest in
         accordance with Article 21 hereof, in each case the Contractor shall daily furnish the City Officer's
         representative at the site with three copies of verified statements showing:

                 a)     The name and number of each workman employed on such work or engaged in
         complying with such determination or order, the character of work each is doing and the wages
         paid to him, including the rate and amount of payroll taxes and contributions for Unemployment
         Insurance and Federal Social Security; and

         b)      The nature and quantity of any materials, plant, or construction equipment furnished or
         used in connection with the performance of such work or in complying wi     th such determination or
         order, and from whom purchased or rented.

         A copy of such statements will be signed by the City Officer's representative, noting thereon any
         items in question, and will be returned to the Contractor within two working days after
         submission. This signature shall not be construed as the City's agreement and acceptance of items
         not questioned since all items are subject to subsequent review and audit by City representatives.

         The Contractor, and his subcontractors, when required by the City Officer or the Engineer, must
         also produce for inspection and audit by designated City representatives, any and all of his books,
         vouchers, records, daily job diaries and reports, cancelled checks, etc., showing the nature and










                                                                                                                 18


             quantity of labor, materials, and equipment actually used in the performance of the work, and the
             amounts expended therefor, and the costs incurred for insurance premiums and other items of
             expense directly chargeable to such work. The Contractor must permit the City's representatives
             to make extracts therefrom or copies thereof as may be desired.

             Failure of the Contractor to comply strictly with these requirements shall constitute a waiver of all
             or part of any claim for extra compensation on account of the performance of such work.


             23. THE ENGINEER

             The work under this Contract shall be under the general supervision and control of the Engineer
             and shall be subject to his determination, direction, and approval, except where'the determination,
             direction, or approval of someone other than the Engineer is expressly called for herein.

             Without implying any limitation upon the power of the City Officer, and in addition to those
             matters elsewhere delegated to the City Officer and expressly made subject to his determination,
             direction, or approval, the Engineer shall have the authority and power:

             a)     To determine the amount, kind, quality and acceptability of the work to be paid for
             hereunder, and to reject such work which does not conform to the Contract requirements;

             b)     To determine all questions in relation to the work, to interpret the Contract Drawings,
             Specifications, and Bulletins, and to resolve all patent inconsistencies or ambiguities therein;

             C)     To amplify the Contract Drawings and Specifications, add explanatory information and
             furnish Supplemental Drawings and Specifications consistent with the intent of these Contract
             Documents;

             d)     To make changes in the work as he deems necessary provided that such changes do not
             result in a net change in the cost to the City or the Contractor of work to be done under the
             Contract or increase the time required for completion;

             e)     To determine the adequacy of the Contractor's construction methods, plant, and facilities;

                    To require the application of the Contractor's forces to any portion of the work, or -the
             forces increased or diminished, or the work temporarily stopped when, in his judgment, such may
             be necessary to assure proper performance of the Contract;
             g)     To determine how the work of this Contract shall be coordinated with the work of other
             contractors engaged simultaneously on the project of which this Contract is a part, including the
             power to temporarily stop the work.

             The Engineer or any of his representatives have no power to change or modify any of the terms
             and provisions of this Contract in any respect.

             A. Engineer's Representatives: Where the Contract Documents provide that the determinations,
             directions, or approvals shall be make by the "Engineer", this shall mean by the Engineer acting
             directly or through duly authorized representatives acting within the limit of authority delegated to
             them. Any determination, direction, or approval of such authorized representative shall be subject
             to review by the City Officer.










                                                                                                               19


           B. Field Engineer: The Field Engineer shall be the authonized representative of the City Officer
           at the site of the work, and, subject to the review by the City Officer, shall have the power, in the
           first instance, to inspect, supervise, and control the performance of the work. The Field Engineer
           shall not have the power to issue an extra work order, other than an "emergency order" in
           accordance with Article 19 herein, and performance of such work by the Contractor on order of
           the Field Engineer without thereafter obtaining written confirmation thereof form the City Officer
           in accordance with the provisions of Article 19 hereof, shall constitute a waiver of any right to
           extra compensation therefor. The Field Engineer has no power to change or modify the terms and
           provisions of this Contract in any respect.

           C. City Officer's Final Determinations: The City Officer's determinations shall be final relative to
           the proper performance of the work and the materials used, and the Contractor is bound thereby.

           It is hereby covenanted and agreed between the two parties of this Contract that the City Officer
           shall review and determine all disputes, controversies, or claims of either party in relation to this
           Contract or its performance. Such determination shall be made in writing by the City Officer
           within a reasonable time and shall be final and conclusive upon both the Contractor and the City.
           It is further coverianted and agreed between the two parties to this Contract that the
           determination by the City Officer shall be a condition precedented to the right of any legal action
           at law or in equity that either party may have against the other.


           24. INSPECTION AND TESTS

           During the progress of the work and up to the date of final acceptance, all materials, equipment
           and workmanship shall be subject to such inspections and tests by the Engineer, inspectors, or his
           agents as will give due assurance that all Contract requirements are being fulfilled in all respects.
           However, neither inspection, testing, approval nor acceptance of the work in whole or in part, by
           the Engineer, inspectors, or his agents shall relieve the Contractor of full responsibility for
           materials or equipment furnished, or work performed not in strict accordance with the Contract
           requirements.

           The Contractor shall at all times afford the City's representatives every reasonable, safe, and
           proper facility, furnish promptly all materials reasonably necessary for testing, and give all
           necessary information and assistance for inspection and tests of the work done or being done at
           the site, and also at the places where materials and equipment for the work are being
           manufactured or prepared.       Such inspections and tests by the City's representatives will be
           performed in such manner as not to delay the work unnecessarily.

           A. Required Inspections: Where the Contract Specifications, laws. ordinances, permits, licenses,
           or the Engineer's instructions require certain work to be specifically inspected, tested, or
           approved, the Contractor shall give the Engineer timely notice of its readiness for such inspection,
           test, or approval.    If the inspection, test or approval is by others than the Engineer or his
           inspectors, the Contractor shall give the Engineer sufficient advance notice so that the Engineer,
           in tum, may make the arrangements with others for the required inspection, tests, or approval.
           The inspections and tests will be promptly made after a reasonable advance notice.

           B. Inspection and Tests Away from Site: Where the Contract Specifications expressly provide for
           inspection, test, or acceptance of specific materials or equipment, or where the quantities justify,
           at the place of production, manufacture, or shipment, the Contractor shall give the Engineer
           ample advance notice to permit such inspection, test, or acceptance. The Contractor shall furnish
           the Engineer with copies of the purchase orders, shop orders, and such other information as











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             necessary to acquaint the Engineer with the location and intended use of the material or
             equipment.     The Contractor shall make all necessary arrangements with the producers or
             manufacturers to enable the City's representatives to make the required test, inspection, or
             acceptance.

             Inspections, tests, or acceptance at the place of production, manufacture, or shipment, unless
             otherwise stated in the Contract Specifications, shall be final, except as regards (a) latent defects,
             (b) departure from specific Contract requirements, (c) damage or loss in transit, or (d) fraud or
             such gross mistakes as amount to fraud. Subject to the requirement contained in the preceding
             sentence, the inspection and test of materials, equipment, and workmanship for final acceptance
             as a whole or in part will be made at the site.

             C. Rejection of Defective Materials and Workmanship: The Engineer, inspectors, or his agents
             shall have the authority to reject defective materials, equipment, or workmanship or require
             correction. Unacceptable workmanship shall be satisfactorily corrected. Rejected materials or
             equipment shall be segregated and promptly removed from the site and replaced with proper
             materials or equipment.

             If the Contractor fails to promptly proceed with the replacement of rejected material or
             equipment and/or the correction of defective workmanship, the City may, by contract or
             otherwise, replace such material or equipment and/or correct such workmanship and charge the
             cost thereof against the Contractor, or may terminate the Contractor's right to proceed as
             provided in Article 26 herein, the Contractor and Surety being liable for any damage to the same
             extent as provided in said Article 26 for termination thereunder.

             D. Examination of Completed Work: If at any time before final acceptance of the entire work,
             the Engineer should require an examination of work already completed, by removing or tearing it
             out, the Contractor shall furnish all necessary facilities, labor and materials. If the Engineer finds
             the work to be defective or nonconforming in any material respect, due to the fault of the
             Contractor or his subcontractors, the Contractor shall stand all the expense of such examination,
             the satisfactory reconstruction of the work, and for any resulting delay. However, if the work is
             found by the Engineer to meet the Contract requirements, the additional work imposed on the
             Contractor shall be considered an item of extra work to be paid for in accordance with Article 20,
             hereof, and if the completion of the work of the entire Contract has been delayed thereby, the
             Contractor shall be granted a suitable extension of time on account of the extra work involved.

             However, if the Contractor is required to remove or tear out completed work for examination due
             to the Contractor's failure to give timely notice to the Engineer of the readiness for such
             examination, the Contractor shall stand all expenses even though the work is found to meet the
             Contract requirements.

             E. Cost of Tests: The inspections and tests made by the Engineer, inspectors, or his agents will
             ordinarily be made without cost to the Contractor unless otherwise expressly specified herein.
             The Contractor shall furnish without additional cost to the City such materials for testing as may
             be reasonably necessary.

             Should, however, the preparation or manufacture of the materials or equipment be at fair distant
             or inaccessible points, or should it be separated into unreasonably small quantities, or widely
             distributed to an unreasonable extent, or should the percentage of rejected material or equipment
             be unreasonably large, the additional cost of such inspection and tests resulting therefrom shall be
             borne by the Contractor. The City Officer shall judge what is extra inspection and shall determine
             the additional cost incurred thereby.











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          25. NO ESTOPPEL

          The City of Detroit, or any officer, employee, or agent thereof, shall not be estopped, bound, or
          precluded by any determination, return, decision, approval, order, letter, payment or certificate
          made or given by the Engineer or other officer, employee or agent of the City, at any time, either
          before or after final completion and acceptance of the work and payment therefor from:

          a)      Showing the true and correct amount, classification, quality, and character of the work
          done and materials furnished by the Contractor or any other person under this Contract, or from
          showing at any time that any determination, return, decision, approval, order, letter, payment, or
          certificate is untrue and incorrect, or improperly made in any particular, or that the work or the
          materials or any parts thereof, do not in fact conform to the Contracts requirements; and

          b)      From demanding the recovery from the Contractor of any overpayments made to him, or
          such damages as the City of Detroit may sustain by reason of his failure to perform each and every
          part of this Contract in strict accordance with its terms; or both.


          26. CITY'S RIGHT TO DECLARE CONTRACTOR IN DEFAULT

          A. Conditions for Declaring Contractor in Default: In addition to those instances referred to in
          other Articles herein, the City shall have the right to declare the Contractor in default of the
          whole or any part of the work if:

          a)      The Contractor fails to begin work in accordance with the written notice of the City
          Officer, acting on behalf of the City.

          b)      The Contractor refuses, neglects, or fails to supply a sufficiency of properly skilled
          workmen or proper amount of materials of the specified quality.

          C)      The Contractor, without just cause, reduces his working force to a number which, if
          maintained, would be insufficient, in the judgment of the City Officer, to complete the work in
          accordance with the approved Progress Schedule, and fails to sufficiently increase such working
          force when ordered to do so by the City Officer.

          d)      The Contractor, in the judgment of the City Officer, is unnecessarily or unreasonably or
          willfully delaying the performance and completion of the work, or the awarding of necessary
          subcontracts, or the placing of materials or equipment orders.

          e)      The Contractor refuses to proceed with work when and as directed by the City Officer.

          0       The Contractor abandons the work.

          g)      The City Officer be of the opinion that the work cannot be completed within the time
          herein  provided or within such time as the completion may have been extended; provided,
          however, that the impossibility of timely completion is, in the City Officer's judgment, attributable
          to conditions within the Contractor's control.

          h)      The work is not completed within the time herein provided or within the time to which the
          Contractor may be entitled to have such completion extended.

          i)      The Contractor shall sublet, assign, transfer, convey, or otherwise dispose of this Contract
          in whole or in part without the prior approval of the City.










                                                                                                                  22


            J)       The Contractor fails to make prompt payments for labor or materials or to subcontractors.

            k)       The Contractor makes an assignment for the benefit of creditors pursuant to the statutes of
            the State of Michigan.

            1)       A voluntary or involuntary petition in bankruptcy is filed by or against the Contractor.

            m)       A receiver or receivers are appointed to take charge of the Contractor's property or affairs.

            n)       The Contractor becomes insolvent.

            0)       Any City Officer or employee becomes directly or indirectly interested. in the Contract.

            P)       The Contractor willfully or in bad faith violates any of the provisions of this Contr-act,
            disregards applicable laws, ordinances, permits, licenses, instructions or orders of the Engineer or
            the City Officer, or is not executing same in good faith in accordance with the Contract provisions.

            q)       The Contractor, or any of his subcontractors, fail in any of the agreements herein
            contained.

            B. Notice of Intent to Declare Contractor in Default: Before the City shall exercise its right to
            declare the Contractor in default by reasons of conditions set forth in Sub-Article "A" hereof, the
            City Officer will give the Contractor and the Surety written notice of the City's intent and the
            ground or grounds thereof, and designate a time, which may be within two days, at which the
            Contractor will be given the opportunity to be heard.

            C. Exercise of Rights to Declare Contractor in Default: If the City Officer finds the Contractor in
            default for any of the grounds specified or referred to in Sub-Article "A" hereof, he will declare
            the Contract in default by a written notice to the Contractor and Surety, signed by the City Officer,
            setting forth the ground or grounds for such default.

            In lieu of the above, the City Officer may decide, but is under no obligation to do so, to allow the
            Contractor a specific number of calendar days, but usually not more than ten, to take such
            remedial measures to make arrangements satisfactory to the City Officer to remove or eliminate
            the ground or grounds for declaring default.

            D. Quitting the Site: Upon receipt of such notice the Contractor shall immediately discontinue
            all further operations upon this Contract and shall immediately quit the site, leaving untouched
            and intact all plant, materials, equipment, tools, supplies, and other construction facilities then on
            the site.

            E. Completion of the Work after Default: The City, after declaring the Contract in default, may
            then have the work completed by such means and in such manner, by contract with or without
            public letting, or otherwise, as the City may deem advisable, utilizing for such purpose such of the
            Contractor's plant, materials, equipment, tools, supplies, and other construction facilities
            remaining on the site, and also such subcontractors and -materialmen as may be deemed advisable.

            F. Partial Default: If the City Officer finds the Contractor in default on only a part of the work,
            the City Officer shall so declare the Contractor in default. as to that part only, by sending a written
            notice to the Contractor and the Surety.         Upon receipt of such notice the Contractor shall
            discontinue such part which is declared in default, and shall continue to perform the remainder of
            the work in strict conformity with the terms of the Contract, and shall in no wise hinder or
            interfere with any other contractors or persons whom the City may engage to complete the work
            as to which the Contractor was declared in default.










                                                                                                                 23



            The provisions of this article herein relating to declaring the Contractor in default as to the entire
            work shall be equally applicable to a declaration of partial default, except that the City shall be
            entitled to utilize for completion of the part of the work as to which the Contractor was declared
            in default, only such plant, materials, equipment, tools, supplies, and other construction facilities
            as had been previously used or were intended to be used by the Contractor on such part.

            G. Variance of Contract in Performance of Uncompleted Work: In completing the whole or any
            part of the work which the City Officer has declared in default, the City shall have the right to
            depart from or change or vary the terms and provisions of this Contract, provided, however, that
            such departure, change, or variation is made for the purpose of reducing the time or expense of
            such completion. Such departure, change, or variation, even to the extent of accepting a lesser or
            different performance, shall not affect the conclusiveness of the Engineer's final estimate of the
            cost of completion referred to in Article 8 of the Agreement, nor shall it constitute a defense for
            action to recover the amount by which such certificate exceeds the amount which would have been
            payable to the Contractor hereunder but for his default.

            H. Contractor's Liability for Cost of Completing Work: The Contractor shall not be entitled to
            receive any further payments on the work declared in default until such work has been fully
            completed.    After such completion, the City Officer shall make a certified statement of the
            expense incurred by the City in such completion, which shall include the cost of reletting the
            Contract, additional engineering and administrative services, and also the total amount of
            liquidated damages, if any, at the rate stipulated herein, from the date when the work should have
            been completed by the Contractor in accordance with the terms hereof to the date of actual
            completion of the work.

            In event the amount of work required for completion has been reduced in accordance with the
            provisions of Sub-Article "G", herein, the estimated cost of the original work shall be estimated by
            the City Officer and the Contract price adjusted accordingly.

            Such certificate shall be finding and conclusive upon the Contractor, his surety, and any person
            claiming under the Contract, as to the amount thereof. The expense of such completion, as
            certified to by the City Officer, shall be charged against and deducted out of such monies as would
            have been payable to the Contractor if he had completed the work. The balance of such monies,
            if any, subject to other provisions of this Contract, will be paid to the Contractor without interest
            after such completion. Should the expense of such completion, so certified by the City Officer,
            exceed the total sum which would have been payable under this Contract if the Contract had been
            completed by the Contractor, any such excess shall be paid by the Contractor to the City upon
            demand.

            1. Other Remedies: The previous provisions outlined herein shall be in addition to any and all
            other legal or equitable remedies, permissible in the premises.


            27. TERMINATION OF CONTRACT DUE TO SPECIAL EMERGENCY

            In entering into this Contract, it is clearly understood and recognized by both parties that
            conditions may subsequently arise, due to Government controls on construction or Court orders
            which are entirely beyond the control of either party and could not have been reasonably
            anticipated or guarded against by either party at the time of entering into this Contract, that may
            hinder, delay, or render temporarily impossible the performance of this Contract in accordance
            with its terms and conditions.










                                                                                                                 24


            It is, therefore, mutually understood and agreed, anything elsewhere contained in the Contract
            notwithstanding, that if the Contractor shall be specifically prevented by any Federal law, order, or
            regulation, or stopped by order or injunction issued by a Court of proper jurisdiction, from
            proceeding with the performance of this Contract, the following procedure shall govern:

            The Contractor shall notify, in writing, the City Officer of his inability to continue to perform,
            stating in full the cause therefor and the probable duration of such inability, and why, in his
            opinion, the cause is entirely beyond his control.

            If it is determined, in the judgment of the City Officer, that the cause of the Contractor's inability
            to continue to perform arose after the Contract was entered into, and is due solely because of
            Government controls on construction which specifically apply to the work to be done under this
            Contract, or by a Court order or inj unction, and is entirely beyond the control of the Contractor,
            the City shall have a period of 120 days, or longer by mutual consent of the parties, after receipt of
            the Contractor's notification to:

                   a)      If lawfully within its power, remove or have removed the
                           cause which prevents performance.

                   b)       Make changes in the work or the conditions under which it
                           must be done, pursuant to Article 10 herein, which will permit performance by the
                           Contractor.

            If and when the cause preventing performance has been removed, the time for completion shall be
            extended by the City Officer, in accordance with the provisions of Article 18 herein,
            commensurate with the time the Contractor was unable to perform the Contract.

            If at the end of 120 days, or the longer period mutually agreed to, the cause of inability to perform
            the Contract has not been removed, the Contract shall be considered terminated by written notice
            of either of the parties hereto to the other. The Contract may also be ter-minated prior to the 120
            days by mutual consent of the parties.

            If the Contractor should be terminated, it is the City's intent that an equitable settlement be made
            with the Contractor. No claim, however, for darnages or anticipated profits shall be made or
            allowed. All completed or partially completed work will be paid for at Contract unit pnces, or at
            unit prices contained in the approved Detailed Estimate when, in the judgment of the City Officer,
            such unit prices are deemed applicable. For any necessary work required by the Contract deemed
            by the City Officer as not compensated for by applicable: unit prices, the Contractor shall be paid
            the actual costs incurred by him, plus 15 percent to cover superintendence, use of ordinary tools,
            bonds, overhead expense and profit. "Actual costs" as herein used, shall be as determined in
            accordance with Article 20C herein. The payment shall be made under the terms and conditions
            governing final payment as provided for in "Acceptance and Final Payment" of the Agreement.


            28. SUBCONTRACTS

            The Contractor shall not make any subcontracts for performing any portion of the work included
            in the Contract without the written approval of the City Officer. This Contract having been made
            pursuant to the bid submitted by the Contractor and in reliance upon the Contractor's personal
            qualifications and responsibility, the City reserves the right to withhold approval of subcontracting
            such portions of the work which the City may deem WOUld not be in the City's best interest.











                                                                                                                25


          The Contractor shall, as soon as practicable after signing the Contract, submit a separate written
          request to the City Officer for approval of each proposed subcontractor. Each request shall be on
          the forms provided by the City Officer and shall give the name and address of the proposed
          subcontractor. Upon request of the City Officer, the Contractor shall promptly furnish such
          additional information tending to establish that the proposed subcontractor has the necessary
          facilities, skill, integrity, past experience, and financial resources to perform the work in
          accordance with the terms and conditions of this Contract.

          If the City Officer determines that the proposed subcontractor is acceptable to the City, he will so
          indicate his approval by signing and returning one copy of the form to the Contractor. If the
          determination is to the contrary, however, the City Officer will so notify the C  ,ontractor, who may
          thereupon submit another proposed subcontractor unless the Contractor decides to do the work
          himself.

          Each subcontract entered into shall provide that the provisions of this Contract shall apply to such
          subcontractor and his officers and employees in all respects as if he and they were employees of
          the Contractor. The City Officer's approval of any subcontractor shall not relieve the Contractor
          of any of his responsibilities, duties, and liabilities hereunder. The Contractor shall be solely
          responsible to the City for the acts or defaults of his subcontractor and of such subcontractor's
          officers, agents, and employees, each of whom shall, for this purpose, be deemed to be the agent
          or employee of the Contractor to the extent of his subcontract.

          The Contractor agrees to bind each subcontractor, and each subcontractor agrees to be bound by
          the terms of the Contract Documents insofar as applicable to his work. The Contractor and each
          subcontractor jointly and severally agree that no approval by the City of any proposed
          subcontractor, nor any subcontracts, nor anything in the Contract Documents shall create or be
          deemed to create any rights in favor of a subcontractor and against the City, nor shall be deemed
          or construed to impose upon the City any obligation, liability, or duty to a subcontractor, or to
          create any contractual relation whatsoever between a subcontractor and the City.

          The provisions contained herein shall likewise apply to subletting of any portion of the work
          included in a previously approved subcontract.


          29. ASSIGNMENTS

          The Contractor shall not assign, transfer, convey, or otherwise dispose of this Contract, or his right
          to execute it, or his right, title or interest in it or any part thereof without the previous written
          consent of the Surety Company and the written approval of the City Officer, and then only with
          the prior approval of the City Council. The City Officer will ordinarily not favorably consider an
          assignment, transfer, or conveyance of the Contract unless an exigency occurs which was not
          known or could not have been foreseen by the Contractor as the time of 6idding, or which is not
          judged to be in the best interest of the City.

          The Contractor shall not assign, either legally or equitab'ly, by power of attorney or otherwise, any
          of the monies due or to become due under this Contract or his claim thereto without the prior
          written consent of the Surety Company and the written approval of the City Officer and the
          Finance Department.

          The approval by the City Officer of a particular assignment, transfer, or conveyance shall not
          dispense with such approval to any further or other assignments.

          The approval of the City Officer of any assignment, transfer, or conveyance shall not operate to
          release the Contractor or Surety hereunder of any of the Contract obligations.










                                                                                                               26





            30. CLAIMS AGAINST CITY AND ACTION THEREON

            No claim against the City for damages for breach of contract or compensation for extra work shall
            be made or asserted in any action or proceedings at law or in equity, unless the Contractor shall
            have strictly complied with all requirements relating to the giving of notice and information with
            respect to such claims all as hereinbefore provided.


            31. NO CLAIMS AGAINST CITY OFFICERS, EMPLOYEES, OR AGENTS

            No claims whatsoever shall be made by the Contractor against any officer, employee, or agent of
            the City of Detroit for, or on account of, anything done or omitted to be done in connection with
            this Contract.



            32. PATENTS

            The Contractor shall pay all royalties and license fees and shall hold and save the City and its
            officers, employees, and agents harmless from all liability of any nature or kind, including cost and
            expenses, for, or account of, any patented or unpatented invention, process, article, or appliance
            manufactured or used in the performance of the Contract, including its use by the City, unless
            otherwise specifically stipulated in the Contract Documents. In this respect the Contractor shall
            defend all suits or claims for infringement of any patent or license right.
            In the event that any claim, suit, or action at law or in equity of any kind, whatsoever, is brought
            against the City, or its officers, employees, or agents, involving any such patents or license rights,
            then the City shall have the right to, and may, retain from any money due or to become due to the
            Contractor, such sufficient sum as is considered necessary to protect said City, or its officers,
            employees, or agents against loss, and such sum may be retained by the City until such claim or
            suit shall have been settled and satisfactory evidence to that effect shall have bee furnished the
            City.


            33. MONIES RETAINED AGAINST CLAIMS

            If any claim shall be made by any person, firm, or corporation, including other contractors with the
            City on this project, against the City, or against the Contractor and the City for:

                    a)     Alleged loss, damage, or injury of the nature referred to
                           in Article 5 hereof which, in the opinion of the Corporation Counsel, may not be
                           covered by the public liability, property damage or contingent liability insurance
                           policies, or, which, together with previously filed claims is in excess of the amount
                           payable under such policies; or

                    b)      All infringement of patents or -use of patented articles,
                           tools, or other things, as referred to in Article 32 hereof; or

                    C)     Damage claimed to have been cause directly or indirectly
                           by the failure of the Contractor to perform the work in strict accordance with this
                           Contract.











                                                                                                              27


           the amount of such claim or so much thereof as the City Officer may deem necessary, may be
           withheld by the City, as security against such claim, from any money due hereunder, until such
           time as the commencement of an action thereon would be barred by law or until final adjudication
           of such action by a court of competent jurisdiction. The Corporation Counsel, in his discretion,
           may permit the Contractor to substitute other satisfactory security in lieu of the monies so
           withheld.

           If no action is commenced upon such claim within a time limited therefor by law, the City, upon
           written demand of the Contractor and approval by the Corporation Counsel, shall return the
           amount so withheld without interest.

           If any action on such claim is timely commenced and the liability of the City, or the Contractor, or
           both, shall have been established therein by final judgment of a court of competent jurisdiction, or
           if such claim shall be admitted by the Contractor to be valid, the City shall pay such judgment or
           admitted claim out of the monies retained by the City under the provisions of this Article, and
           return the balance, if any, without interest to the Contractor.


           34. PAYMENTS WITHHELD

           In addition to express provisions elsewhere contained in the Contract. the City may withhold from
           any payment otherwise due the Contractor, such amount as determined necessary to protect the
           City's interest, or, if it so elects, may withhold or nullify the whoie or any progress payment, on
           account of:

                  a)      Unsatisfactory progress of the work not caused by
                          conditions beyond the Contractor's control.

                  b)      Defective work not corrected.

                  C)      Contractor's failure to carry out instructions or orders
                          of the Engineer or the City Officer.

                  d)      Claims filed or reasonable evidence of probable filing of
                          claims against the Contractor.

                  e)      Damage to another contractor.

                  f)      A reasonable doubt that the Contract can be completed for
                          the balance then unpaid.

                  g)      Failure of the Contractor to make proper payments to
                          subcontractors or for materials or labor.



           35. SERVICE OF NOTICES

           The following addresses are hereby designated as places where al" notices, directions, or other
           communication may be delivered, or to which they must be mailed:

                  Contractor: The business address designated in his proposal, or his office maintained at
                  the site of the work.










                                                                                                               28


                    City: The address of the City Officer stated in the Special Notice to Bidders as acting on
                    behalf of the City of Detroit in this Contract.

                    Engineer: The address stated in the Advertisement.

                    Surety or Sureties on Contract Bonds: The home office, or to the agent or agents who
                    executed the bonds on behalf of the Surety or Sureties.

            Actual delivery of any such notice, direction, or communication to the aforesaid places, or
            depositing it in a postpaid wrapper addressed thereto in any post office box regularly maintained
            by the United States Post Office Department shall be conclusively deemed to be sufficient service
            thereof upon the above persons as of the date of such delivery or deposit.

            The above address may be changed at any time by an instrument in writing executed and
            acknowledged by the party changing the address and delivered to the other party or parties.

            Nothing herein contained shall, however, be deemed to preclude or tender inoperative the service
            of any notice, director, or communication upon the above parties personally, or, if the Contractor
            be a corporation, upon any officer or director thereof.


            36. FAIR EMPLOYMENT PRACTICES


            A. In accordance with the United States Constitution and all federal legislation and regulations
            governing fair employment practices and equal employment opportunity, including but not limited
            to Title VI of the Civil Rights Act of 1964 (P.L. 88.452, 78 STAT. 252), and the United States
            Department of Justice Regulations (28 C.F.R. Part 42) issued pursuant to the Title and in
            accordance with the Michigan Constitution and all state laws and regulations governing fair
            employment practices and equal employment opportunity, including but not limited to the
            Michigan Civil Rights Act (P.A. 1976 No. 453) and the Michigan Handicappers Civil Rights Act
            (P.A. 1976 No. 220), the Contractor agrees that it will not discriminate against any person,
            employee, consultant or applicant for employment with respect to his (her) hire, tenure, terms,
            conditions or privileges of employment or hire because of his (her) religion, race, color, national
            origin, age, sex, height, weight, marital status, or handicap that is unrelated to the individuals
            ability to perform the duties of a particular job or position. The Contractor recognizes the right of
            the United States and the State of Michigan to seek judicial enforcement of the foregoing
            covenants against discrimination against itself or its subcontractors.

            B. The Contractor agrees to comply with Chapter 2, Article 7, Ordinance No. 303-H as amended
            by Ordinance No. 330-H of the Detroit City Code, and those rules and procedures adopted by the
            Human Rights Department pursuant thereto.

                    The Contractor shall not discriminate against an), employee or applicant for employment,
            training, education, or apprenticeship connected directly or indirectly with the performance of this
            Contract, with respect to his (her) hire, promotion, job assignment, tenure, terms, conditions or
            privileges of employment because of race, color, creed, national origin, age, marital status,
            handicap, public benefit status, sex or sexual orientation.,

                    The Contractor further agrees to take affirmative action to achieve reasonable
            representation of minority groups and women on its work force. Such affirmative action shall
            include, but not be limited to the following: employment, promotion, demotion or transfer,
            recruiting or recruitment, advertising, layoff or termination, rates of pay or other forms of










                                                                                                               29


           compensation and selection for training or education,   including apprenticeships. The Contractor
           shall promptly furnish any information required by      the City or the Human Rights Department
           pursuant to this Section B.

           C. In the event the Contractor falls to comply with the provisions of Section B above, or any
           affirmative action undertaking outlined in its proposal documents, if any, or with any rules,
           regulations or orders issued by the Human Rights Department, the City or the Human Rights
           Department may impose such contract sanctions as it may deem appropriate, including but not
           limited to:

                  (1) cancellation, termination or suspension of this Contract *in whole or in part;

                  (2) recovering from the Contractor by set off, against the unpaid portion of the Contract
                  price or as otherwise agreed by the parties to this Contract. liquidated damages in the
                  amount of one-half of one percent (.005) of the Contract price not to exceed five hundred
                  dollars ($500.00) per day for each day of noncompliance, as determined by the Human
                  Rights Department; and

                  (3) such other remedies as may be provided by law.

           D. The Contractor further agrees that it shall notify any subcontractor of its obligations relative to
           nondiscrimination and affirmative action under this Contract when soliciting same and shall
           include the provisions of this Article in any subcontract, as well as provide the City with a copy of
           any subcontract agreement. The Contractor further agrees to take such action with respect to any
           subcontract procurement as the City may direct as a means of enforcing such provisions including
           the aforementioned sanctions for noncompliance.

           E. Breach of the terms and conditions of this Article may be regarded as a material breach of the
           Contract.










                                                                                                            30




           37. DETROIT INCOME TAX

           The Contractor and each subcontractor shall comply with the provisions of Detroit Income Tax
           Ordinance No. 694-F, as amended to date, by withholding from employees' earnings such amounts
           as required by the Ordinance.

           As a condition precedent to final payment under the Contract, in addition to the requirements of
           Article 8B of the Agreement, the Contractor shall file with and on forms provided by the City
           Officer, an affidavit for himself and one for each subcontractor that the required amounts have
           been withheld from employees' earnings and that such amounts have or will be paid to the City of
           Detroit in accordance with the above Ordinance.

           If this Contract contains any unlawful provisions not an essential part of the Contract and which
           shall not appear to have been a controlling or material inducement to the making thereof, such
           unlawful provisions shall be of no effect. Upon the application of either party, the unlawful part
           shall be considered stricken from the Contract without affecting the remainder of the Contract.


           39. ALL LEGAL PROVISIONS INCLUDED

           It is the intent and agreement of the parties to this Contract that all legal provisions of law
           required to be inserted herein, shall be and are inserted herein. However, if through mistake or
           otherwise, any such provision is not herein inserted, or is not inserted in proper form, then upon
           application of either party, the Contract shall be amended so as to strictly comply with the law and
           without prejudice to the rights of either party hereunder.





                                    TO BE COMPLETEDAND SUBMITTED WITH RID





                                                                               MBE SUBCONTRACTOR DATA

                   Project Name:                                                                                                   Purchasing Division File No.:

                   Prime Contractor Name:                                                                                                                                   Title:


                   Prime Contractor Signature:

                   Instructions:
                   Each subcontractor shall be certified by the Finance Department, Contract Compliance Unit and this form
                   shall be completed, signed, and submitted in accordance with the instructions in the bid document. Any
                   changes after submission require the approval of the Purchasing Director. Failure to comply with these in-
                   structions shall result in disqualification of the bid.


                   I. MBE                                                                                               Address:



                   Scope of WorklTasks:











                   Agreed                                                                                               Percent of
                   Price:                                                                                               Contract:


                      MBE
                     SIGNATUM:
                   2. MSE                                                                                               Address:



                   Scope of Work/Tasks:












                   Agreed                                                                                               Percent of
                   Price:                                                                                               Contract:


                         MBE
                         SIGNATUU:
                   3. MSE                                                                                               Address:



                   Scope of Work/Tasks:












                   Agreed                                                                                               Percent of
                   Price:                                                                                               Contract:


                   TO'* @40. AiiPTURF"


                   Total Contract Amount:










           EXECUTIVE ORDER NO. 22 EFFECTIVE NOVEMBER 1. 1983





           EXECUTIVE ORDER NO. 22 - EMPLOYMENT OF LOCAL' LABOR ON PUBLICLY FUNDED
           CONSTRUCTION AND DEMOLITION PROJECTS

           Per Executive Order No. 22, worker hours on any construction    project funded in
           whole or in part by city, state, or       eral funds shall be   performed by not
           less than 50% bona fide Detroit residents, not less than 25%    minorities and at
           least 5% women.    Where possible, these percentages shall      be applied on a
           craft-by-craft basis.   For purposes of Executive Order No.     22, worker hours
           shall include work performed by persons filling apprenticeship and on-the-job
           training positions.

           The contractor shall include Executive Order No. 22 by         reference in all
           subcontracts at all levels.

           For each project or portion thereof, documentation of           compliance shall
           include: (1) a list of all proposed employees indicating address, telephone
           number, social security number, trade, sex and race or minority status, and
           projected worker hours for each;       and (2) projected total worker hours.
           Documentation shall be submitted prior to contract award.         After contract
           award, proposed changes in the workforce shall be submitted for approval.

           Where, for reasons due to the nature of the contractor or trade, or for other
           reasons acceptable to the City, a list of intended employees is not submitted,
           a detailed plan will be submitted by the contractor which sets forth the
           entire proposed composition of the workforce, the manner in which such
           workforce is to be obtained, and any other details required by the City to
           assure sufficient specificity, intent to comply and ultimate compliance with
           Executive Order No. 22.

           Failure to comply with the provisions of Executive Order No. 22 shall
           constitute a material breach of the contract, and the City may exercise those
           rights provided to it under the contract and by law.      Sanctions may include,
           but are not limited to, termination of all or part of the contract,
           withholding of payment, and/or liquidated damages.     Additionally, performance
           by the contractor in regard to Executive Order No. 22 may be considered in
           determining the contractor's awardability for future City contracts.*

           Any person who knowingly submits false information, makes misrepresentations,
           or commits fraud or any other willful violation under Executive Order No. 22
           shall be subject to maximum civil liabilities and criminal penalties allowable
           under the law.









           8067A









           AFFIDAVIT OF RESIDENCY, MINORITY STATUS, AND SEX VERIFICATION


      I,                               THE CONTRACTOR,    OR THE AUTHORIZED
      REPRESENTATIVE OF THE CONTRACTOR, DO HEREBY ATTEST THAT I HAVE EXAMINED
      THE PROOFS OF RESIDENCY AS INDICATED FOR EACH PERSON INCLUDED ON THE
      ATTACHED CONSTRUCTION/DEMOLITION WORKSITE EMPLOYEE ROSTER AS A DETROIT
      RESIDENT. I ALSO ATTEST THAT INDICATIONS FOR EACH PERSON FOR MINORITY
      STATUS OR RACE AND SEX ARE ACCURATE BASED UPON REPRESENTATIONS MADE
      TO ME BY THOSE PERSONS LISTED.


      TO THE BEST OF MY KNOWLEDGE, BASED UPON THE PROOFS SUPPLIED AND
      REPRESENTATIONS MADE BY SAID PERSONS TO ME, ALL PERSONS LISTED ON
      THE ATTACHED ROSTER AS DETROIT RESIDENTS ARE BONA FIDE DETROIT
      RESIDENTS AS REQUIRED UNDER EXECUTIVE ORDER NO. 22, AND ARE OF THE
      MINORITY STATUS OR RACE AND SEX INDICATED.


      I FULLY UNDERSTAND THAT THIS AFFIDAVIT IS A SUBSTANTIVE PART OF THE
      CONTRACT, AND THAT THE INTENTIONAL SUBMISSION BY THE CONTRACTOR OF
      FALSE INFORMATION ON THE ATTACHED ROSTER SHALL BE A MATERIAL BREACH
      OF THE CONTRACT, AND THAT THE CITY MAY EXERCISE THOSE RIGHTS PROVIDED
      TO IT UNDER THE CONTRACT AND BY LAW.


      I FURTHER UNDERSTAND THAT ANY PERSON WHO KNOWINGLY SUBMITS FALSE
      INFORMATION MAKES MISREPRESENTATIONS OR COMMITS FRAUD' OR ANY OTHER
      WILLFUL VIOLATION UNDER EXECUTIVE ORDER NO. . 22    SHALL BE SUBJECT TO
      THE MAXIMUM CIVIL LIABILITIES AND CRIMINAL PENALTIES ALLOWABLE UNDER
      THE LAW.




      CONTRACT OR PROJECT NAME            SIGNATURE                    DATE



      CONTRACT NUMBER                     TITLE OR POSITION



      ADMINISTERING CITY DEPARTMENT       CONTRACTOR/COMPANY NAME


      ADM. DEPT. PROJECT COORDINATOR      ADDRESS (include city and state)


                                          TELEPHONE NUMBER (include area code)

      *STATE OF MICHIGAN
       COUNTY OF                    SS:

      Subscribed and Sworn to before me, a Notary Public, in and for said
      State and County, this      -day of


      SIGNATURE OF NOTARY PUBLIC          PRINTED NAME
      My Commission expires - / - / - (Month, Day, Year)

      *THIS NOTARIZED' AFF-IDAVIT MUST BE ATTACHED TO AND SUBMITTED WITH THE
       CONSTRUCTION/DEMOLITION WORKSITE EMPLOYEE ROSTER FOR THE CORRESPONDING
       PROJECT TO THE FINANCE DEPARTMENT CONTRACT COMPLIANCE DIVISION, 1240
       CITY-COUNTY BUILDING, DETROIT, MICHIGAN 48226.



                                                 CONSTRUCTION/DEHbLITI " WORK SITE E14PLOYEE ROSTER                             PZ      of

         NAME OF PROJECT                                -CONTRACT/FILE NO.             PROJECT LOCATION
         GENERAL CONTRACTOR/SUBCONTRACTOR                                  PROJECTED TOTAL WORKER HOURS              DATE
         ADMINISTERING DEPARTMENT                                   ADMIN. DEPT. PROJECT COORDINATOR


         List the workers to be utilized on the       -work site of the project only.       Please list workers of same trades/occupati     Ions
         together.   Indicate the three (3) types of acceptable pro) f of residency examined by using the following abbreviations:
         VR (Voter's registration card); DSS (Michigan Dept.         of SMal Services Claimant I.D. card); MB, MC, or DE (most recent
         billing for Michigan Bell, Michigan Consolidated, or Detroit Edison); SR (proof of child's Detroit school registration);
         MDL (Michigan driver's license); MID (Michigan I.D. card); AFF. (Affidavit of neighbor or other disinterested party).
         A revised roster and affidavit is required whenever there is a        change in the labor force or worker hours.


                                            PLEASE CHECK:
                             ED   INITIAL ROSTER                               Three
                             CD   REVISED ROSTER (E.O. 22 REF. NO._)           (3)
                                  FINAL ROSTER (LIST ACTUAL HOURS)             Types              Social                 Minority
                                                                               Of      Teleplvne  Security               Status/        Projected
         Worker's Name              Address (including City &   State)         Proof Number       Number        Trade    Race    Sex Work Hours












                                  A_

         8339A                                SUBMIT TO: Finance Department, Contract Compliance          Total Projected Work Hours
         FOCC-1   3-1 9-f3ti                               1240 CITY-COUNTY BUILDING
         Revised 10/18/89                                 DETROIT, MI 40226 (313) 224-1759










                                 NON-COLLUSION AFFIDAVIT OF PRIME BIDDER



         State of
                                                ss.
         County of
         first duly sworn, deposes and says  that:                                         being

               (1) He is                                                                         of
                               (Owner, Partner, Officer, Representative, or Agen  t)

                                                                                               the
         Bidder that has submitted the attached bid,

               (2)  He is fully informed respecting the preparation and contents of the
         attached Bid and'of all pertinent circumstances respecting such Bid;

               (3)  Such Bid is genuine and is not a collusive or sham, Bid;

               (4)  Neither  the said Bidder nor any of its officers, partners, owners, agents,
         representatives, employees or parties in interest, including this affiant, has in any
         way collAided, conspired, connived or agreed, directly or indirectly with any other
         Bidder, firm or person to submit a collusiv-e or sham Bid in connection with the Con-
         tract for which the attached Bid has been submitted or to refrain from bidding in
         connection with such Contract, or has in any manner, directly or indirectly, sought
         by agreement or collusion or communication or conference with any other Bidder, firm
         or person to fix the price or prices in the attached Bid or of any other Bidder, or
         to fix any overhead, profit or cost element of the Bid price or the Bid price of any
         other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful
         agreement any advantage against the City of Detroit or any person interested in the
         proposed Contract; and

               (5)  The price or prices quoted in the attached Bid are fair and proper and are
         not tainted by any collusion, conspiracy, connivance or unlawful agreement* on the
         part of the Bidder or any of its agents, representatives, owners, employees, or
         parties in interest, including this affiant.


                                                       (Signed)


                                                                            Title



         Subscribed and sworn to before me

         this       day of                   19




                          Title

         My commission expires












                                    NON-COLLUSION AFFIDAM OF SUBCONTRACTOR



                 State Of                                             S&

                 county of



                                                                                                            being firU duly
                 sworn, deposes and says that:


                        (1) He is
                                                     (owner. penw,  mPwwm**, or agwo

                 of                                                                                herein referred to as the
                 "Subcontractor";


                        (2) He is fully informed respecting the preparation and contents of the Subcontractor's

                 Proposal submitted by the Subcontractor to

                                                                                                 the Contractor for certain


                 work in connection with the                                                         Contract pertaining to


                 the                                                                                                  Project
                 in Detroit, Michigan.



                        (3) Such Subcontractor's Proposal is genuine and is not a collusive or a him Proposal:


                        (4) Neither the Subcontractor nor any of its officers, partners, owns", agents, represen-
                 tatives, employees or parties in interest, including this affiant, has in any way colluded, conspired,
                 connived, or agreed, dbwdy or indirectly with any other Bidder, firm or person to submit a collusive
                 or sham Proposal in connection with such Contract, or to refrain from submitting a proposal in
                 connection with such Contract, or has in any manner, directly or indirectly, sought by unlawful
                 agreement or connivan with any other Bidder, firm or person to fix the price or prices in said
                 Subcontractor's Proposal, or to fix any overhead, profit or cost element of the price or prices in said
                 Subcontractor's Proposal. or to secure through collusion, conspiracy, connivan                 or unlawful
                 agreement any advantage against the City of Detroit or any person interested in the proposal
                 contract; and











                                                                                                             .4 f@-- I A- AA-. 1-2-M











                                 NON-COLLUSION AFFID"IT OF SUBCONTRACTOR
                                                       (Continued)




                      (5) The price or prices quoted in the Subcontractor's Propo"I are fair and proper and are not
                tainted by any collusion, conspiracy, connivance or unbiwful agreement on the part of the Biddw or
                any of its agents, representatives, owners, employees, or parties in interest, including this affin"t.





                                                     (ftwd)



                                                                                   Tft





                Subscribed and sworn to before we

                this - day of                      '19-




                                   TW





                My commission expires

















                                                                                              CoID-10-AC(2-0



















           The Human Rights Department has responsibility for ensuring that contractors with the City of
           Detroit comply with the Detroit Fair Employment Practices ordinance 303-H9 as amended by
           Ordinance 330-H, which requires affirmative action to provide equal employment Opportunity.
           \-Ve have been informed that you may be contracting with the City of Detroit. Therefore, it is
           necessary that you send to us:
                 A copy of your company's equal employment opportunity policy as officially adopted.
                 This may be a statement on company letterhead and signed by an official, indicatinst that
                 your company does not discriminate in its employment practices and takes affirmative
                 action to recruit and hire minority persons as required by Section 2-7-3 of Ordinance
                 303-H.
                 A completed Contract Compliance Report (EEO-1) listing current employees by sex and
                 race, and establishing -minority and female hiring goals for ad occupational categories of
                 employment utilized at your company.

                 Completed EEO-2 form. Directions for completion are listed on the form.

                 A statement on company letterhead that no subcontractor will start work on
                 until they aire cleared by the Human Rights Department relative to Ordinance 303-H.
                 The name, address, telephone number, contact persor4 dollar amount and approximate
                 work start date on all subcontractors to be used should be provided to this department as
                 soon as they are identified.

                 A copy of the company's Affirmative Action Plan.
                 The addresses of any Metropolitan Detroit area offices -or branches.

           Please send this information to my attention by

           If you have any questions,, call me at

           Sincerely,



           EEO/AA Officer
           Affirmative Action Unit

           Enclosures






      City of Detroit (EEO- 1)
      Human Rights Department                             CONTRACT COMPLIANCE REPORT


                                                                                                                                                   0
                                               (B) CURRENT EMPLOYEES
             (A)                                                                                        (C)                     (D)
                                                           Spanish                American
      OCCUPATIONAL                              Black     American      Asian       Indian     HIRES ANTICIPATED CONTINUING GOALS
       CATEGORIES
                          Total   Male Fern Male Fern Male      Fern Male Fern    Male Fern Total Minority Female       % Minority %Female

       Officials &
       Managers

       Supervisors &
       Foremen

       Professional




       Sales

       Clerical




       Technical

       Craftsmen







       Operatives



       Laborers

       Service



       Apprentices


                                                                                                                                                   0.
                                                                                                                                                   E
       Trainees                                                                                                                                    0
                                                                                                                                                   y
                                                                                                                                                   0
                                                                                                                                                   w
       TOTALS                                                                                                                                      E
                                                                                                                                                   #a





                                   INSTRUCTIONS                                                            DESCRIPTION OF OCCUPATIONAL CATEGORIES
    1. In Column A (occupational Categories), broad categories of employees are                        Officials & Managers:
      listed, but where a job category includes levels or functions which are significant-             Administrative Personnel who set broad policies, exercise over-all responsibility
      ly different at your company, firm or organization, list each separately: e.g. pro-              for execution of these policies, and direct individual departments or special
      fessional: engineer, accountant, etc; or craftsmen: mechanic, ironworker,                        phases of a firm's operations. Includes: officers, executives, plant managers,
      operating engineer, etc.                                                                         department managers, etc.
    2. In Column B (Current Employees), list current employees in each applicable                      Supervisors & Foremen:
      category or job title showing the total number of males and females, as well as a                Includes those who supervise employees but are not directly involved in setting
      breakdown of any minority employees as either: Black, Spanish-American,                          company policy and are included in the above category.
      Asian or American Indian.
    3. In Column* C (Hires Anticipated), project all hiring opportunities expected dUT-                Professional:
      Ing the next six months due to retirements, resignations, promotions, normal                     Occupations requiring college graduation or equivalent experience. Includes:
      turnover, expansion, etc. Project the number of these vacancies which will be                    accountants, architects, designers, engineers, scientists, etc.
      utilized to place (1) minority group employees, and (2) females in various job
      categories.                                                                                      Technical:
                                                                                                       Occupations requiring basic knowledge or skill which can be obtained through
    4. In Column D (Continuing Goals), to cover unexpected workforce changes,                          approximately two years of post high school education. Includes: draftsmen,
      adopt continuing percentile goals for minority and female hiring in each category                engineering aides, nurses, laboratory technicians, etc.
      utilized, e.g. Clerical: minority 50%, female 50%; Technical: minority 33%,
      female 25%. COLUMN D MUST BE COMPLETED.                                                          Sales:
    5. This form establishes the employer's minority and female hiring goals. It must be               Occupations engaged wholly or primarily In direct selling.
      signed by a company official responsible for implementation of the affirmative                   Clerical:
      action plan.                                                                                     Includes: clerk-typists, stenographers, bookkeepers, cashiers, dispatchers,
                                                                                                       messengers, office machine and keypunch operators, shipping and receiving
                                                                                                       clerks, etc.

    FAILURE TO SUBMIT ACCEPTABLE MINORITY HIRING GOALS COVERING                                        Craftsmen:
    &M HIRING OPPORTUNITIES CONSITITUTES NON-COMPLIANCE WITH                                           Includes: building trades, mechanics and repairmen, skilled machining occupa-
    THE CONTRACTUAL REQUIREMENTS OF THE CITY OF DETROIT AND                                            tiong, compositors and typesetters, tool and die makers, tailors, etc.
    MAY PREVENT AWARD OF FUTUi1E CONTRACTS.
                                                                                                       Operatives:
                                                                                                       Includes: machine operators, assemblers, truck drivers, welders, etc.

    PLEASE RETURN WITHIN 7 DAYS TO:                                                                    Laborers:
                                                                                                       Includes: construction laborers, car washers, warehouse dockmen, etc.
                         City of Detroit Human Rights Depariment
                              Attention: Affirmative Action Unit                                       Service:
                              150 Michigan Avenue - 4th Floor                                          Includes: guards, counter and fountain workers, janitors, etc.
                                   Detroit, Michigan 48226
                                                                                                       Apprentice:
                                                                                                       Persons Involved In union-sponsored training programs for skilled trades.

                                                                                                       Trainees:
    7/84                                                                                               Persons other than union apprentices Involved in training programs.







    -orm C of D - HRD                             EEO-2 For=, CITY OF DETROIT
                                                  HUNAN RIGHTS DEPARTMENT-

      .E CF COMPANY                                            TODAYS DATE


                                         INSTRUCTIONS


    I   LIST BY NAME:


                 All persons who worked for your company during the past year,
        4nciuding current employees, hires, proadtions and terminations.         OR.

                 All hires, terminations and promotion& Since

        Under "ILACZ", designate race of employee as follovs, using appropriate
        code:   Whit4. - W1 Black - B; Hispaxle - K; NACIVO Afterican IndLAS - All
        Asian - A; Alout - AL.



                       DATE        JOB                HIRING    TERMINATIONS PROMOTV
    EMPLOYEE NAME      HIRID    CATICORT SIX RACE     SOVILCZ   DATE/RZASON       DATE




































    NOTEs   YOU MAT. COPr BLANK@ FOM- TO COffTZZVV- VORMOKCZ: LISTVIC.-


















                                            ACKNOWLEDGMENT


      STATE OF MICHIGAN            ss.
      COUNTY OF





                                                    the                                               of

                                                  a                                          corporation
      personally appeared and duly acknowledged before me this - day of                                 t
      19-, that on                          19 - he (she) duly executed on behalf of the corporation, Contract
           - together with all attachments thereto, if any, between the City of Detroit and the corporation.



                                                                      further agrees to waive on behalf of the
      corporation any defense the corporation may have with vespect to the validity of the execution of this
      acknowledgment.





                                                    Signature



                                                    Notary Public

                                                    My commission expires:















                                           Sole Proprietor Acknowledgement


          STATE OF MICHIGAN I        SS.
          COUNTY OF WAYNE



              On this - day of                                                                 19 -,before
          me personally appeared                                                                         the


          to me known to be the person described in and who executed the foregoing instrument, and acknowledged that
          he she executed the same as his/ her free and voluntary act and deed.




                                                    Notary Public, Wayne County, Michigan
                                                    My Commi sion Expires:





                                             Partnership Acknowledgement


          STATE OF MICHIGAN         ss.
          COUNTY OF WAYNE


              The foregoing instrument was acknowledged before me this -day of
          19      by                                                            , General Partner, on behalf of
                                                               a partnership.




                                                    Notary Public,, Wayne County, Michigan
                                                    My Cornmi sion Expires:










                                     RESOLUTION OF CORPORATE AUTHORITY




                                                                                              Corporate Secretary of

                                                             a
       Corporation (the "Company") DO HEREBY CERTIFY that the following is a true and correct excerpt from
       the minutes of the meeting of the Board of Directors duly called and held on

       and that the same is now in full force and effect.



                       "RESOLVED, that the Chairman, the President, each Vice President, the
                       Treasurer and the Secretary and each of them, hereby is authorized to execute
                       and deliver, in the name and on behalf of the Company and under its corporate
                       seal or otherwise, any agreement or other instrument or document in connection
                       with any matter of transaction that shall have been duly approved; the
                       execution and delivery of any agreement, document, or other instrument, or
                       document in connection with any matter of transaction that shall have been
                       duly approved; the execution and delivery of any agreement, document, or
                       other instrument by any of such officers to be conclusive evidence of such
                       approval"


              I FURTHER CERTIFY that                                                                  is Chairman of
       the Board, and                                                                                   is President,

                                                                                                AM Vice Presidents,

                                                       is Treasurer

       is Secretary.



              I FURTHER CERTIFY that any of the aforementioned officers of the Company are authorized to
       execute or guarantee and commit the Company to the conditions, obligations, stipulations and undertakings
       contained in the J identify the agreement.by name, date, and parties)







       and that all necessary corporate approvals have been obtained in relationship thereto.



              IN WITNESS THEREOF, I have set my hand this                    day of                          19-


          CORPORATE SEAL
                 (if any)

                                                           Corporate Secretary














           If partnership, please complete the following:


                                      CERTIFICATE OF PARTNERSHIP AUTHORITY


                                                                                                      General Partner in

                                                                  a
           Partnership (the "Partnership")


                 DO HEREBY CERTIFY that I am a General Partner in the Partnership formulated pursuant to a
           partnership Agreement dated                       -    , 19 --, and that the following is a true and correct
           excerpt from the minutes of the meeting of the General Partnership held on                            that the
           same is now in full force and effect: and



                          "That each General Partner is authorized to execute and deliver, in the narne
                          and on behalf of the Partnership any agreement or other instrument or
                          document in connection with any matter or txan action that shall have been
                          duly approved; the execution and delivery of any agreement, document, or
                          other instrument, or document in connection with any matter or transaction
                          that shaU have been approved; the execution and delivery of any agreement,
                          dodument, or other instnunent by a general partner to be conclusive evidence of
                          such approval."




                 I FURTHER CERTIFY that the following persons are General Partners:



                 I FURTHER CERTIFY that any of the aforementioned General Partners of the Partnership are
           authorized to execute or guarantee and commit the assets.of the Partnership to the conditions, obligations,
           stipu!ations and undertakings contained in the (identify agreement by njame, date and parties)



           and that all necessary approvals have been obtained in relationship threreto.


                 IN WITNESS THEREOF, I have set my hand this-- day of                                      119-






                                                           General Partner


0





          BIDDER'S COMPANY NAME                                               FILE No.
                                                                              PAGE NO. 7


          ADDRESS:-
          CITY:                          STATE:                    ZIP COOK:
          PARENT COMPANY/AFFILIATE

          In accordance with Ordinance No. 29-90, Chapter 18, Article 5, the City of
          Detroit is prohibited from engaging in all contractual activities with
          entitles that do business in South Africa.

          LISTING OF ENTITIES: The City of Detroit reserves the right to use the list
          of  entities that do business in South Africa as compiled by the State of 
          Michigan pursuant to Michigan's Public Acts 252 & 253 of 1988. These lists
          shall act only is guides and shall not be definitive.

          COUNTRY OF ORIGIN OF GOODS OFFERED: The ordinance provides that the origin
          of  any goods offered, to the best of the person's or entity's knowledge
          must be included as a part of the bid or request for proposal document. The
          origins(s) of goods offered under the above file is (are) as follows;
                                                Failure to include origin(s) of goods may be
          grounds to reject your bid. (Include attachment if necessary)

          CONTRACT TERMINATION UPON SUBSEQUENT DETERMINATION OF INELIGIBILITY: By
          signing this affidavit each contractor not exampted under the ordinance
          shall grant the City the authority to terminate the contract and to refuse
          payment for goods received or services performed if the City determines
          that the person or entity under contract with the City was ineligible under
          the provision of this ordinance at the time of entering the contract or
          became ineligible thereafter. Disqualification of an entity from
          eligibility for providing goods or services to the City of Detroit shall
          be reviewed on an individual contract by contract basis upon request from
          the disqualified entity and upon a showing of corrective action indicating
          that violations are not likely to re-occur.

          EXEMPTIONS AND PROTEST PROCEDURE: The ordinance provides the sole basis for
          exemptions  and outline the protest procedure in the award of contracts.    
          Contractors with South African tie's, as defined by Ordinance, who feel they
          are eligible for an exemption must submit along with their bid a Letter of
          explanation.

          CERTIFICATION:      Contractor hereby  certifies that the entity offering to
          provide goods or services under this document is not doing business with  or
          in South Africa. Contractor further certifies that it does not control or
          is not controlled by a person or company doing business in or with South
          Africa and that the goods offered  are not manufactured, produced,
          assembled, grown or mined in South Africa.

          Signed:                                   Title:                                Date:

          (Note: Signature page of this bid must also be executed.)
          The person who signs this document must have the authority to commit the
          contractor to this affidavit.

          FAILURE TO SUBMIT THIS SIGNED AFFIDAVIT OR PROVIDE A LETTER REQUESTING
          EXEMPTION MAY BE GROUNDS TO REJECT YOUR BID.




                                                     continued
 

0



                                                                                                                ORDINANACE NO.29-90	





                                       ORDINANCE NO. 29-90                    shall provide for the procurement of com-
                                             CHAPTER 18                        petitive bids as follows:
                                              ARTICLE 5                         a. Prepare the invitation for bids,
                                  TO PROHIBIT CITY OF DETROIT                 describing the requirements of the city
                                      FROM ENGAGING IN ALL                    clearly, accurately and completely, but
                                  CONTRACTUAL ACTIVITIES WITH                 avoiding restrictive specifications which
                                  ENTITIES THAT DO BUSINESS IN                might unduly limit the number of bidders;
                                  AND WITH SOUTH AFRICA, ETC.                   b. Publicize the invitation for bids by
                              AN ORDINANCE to amend Chapter 18                advertising for bids one or more times in
                                  of the 1984 Detroit City Code by            the newspaper designated to print official
                                  amending Sections 18-5-2, 18-5-21            business of the City. in cases where the
                                  18-5-22, 10-5-23, 18-5-24, 18-5-25,         Purchasing Director deemss it advisable,
                                  18-5-26, 18-5-27, 18-5-28, 18-5-29,         he may also advertise for such bids in
                                  18-5-30 and adding 18-5-30.1 which          trade journals and other publications.
                                  prohibits the City of Detroit from          and may send copies of such advertise-
                                  engaging In all contractual activ-          ment to persons and firms likely to Do
                                  ities with entitles that do business        interested therein. Such advertisement
                                  in and with South Africa, with enti-        shall accurately and clearly describe or
                                  ties that are organized under South         refer to the subject matter of the pro-
                                  African Law, and with the Govern.           posed purchase, and may also rrefer the
                                  ment of South Africa. The amend-            bidder to specifications on file in the Pur-
                                  ments include removing quasi-               chasing Director's office. Such advertise-
                                  public authorities from the defini-         mentt shall contain information also as to
                                  tion of the term "City" adding a new        the time and place of submitting bids and
                                  subsection prohibiting the transfer         such other information from the specifi-
                                  of City funds to authorities that do        cations as the Purchasing Director shall
                                  business with South Africa,                 deem advisable in the Interest of the City.
                                  decreasing the percentage of stock          After publication of one advertisement.
                                  from 50% to 25% hold by an entity in        specifications shall not be changed with
                                  the definition of the term "Control"        out the publication of a now advertise-
                                  providing that the State of Michigan'       ment calling attention to such change.
                                  list of firms doing business In South       Sufficient time shall be allowed to enable
                                  Africa along with bidder affidavits         Prospective bidders to prepare and sub-
                                  shall be used by the Purchasing             mit bids before the time sot for public
                                  Director, providing the Purchasing          opening of bids;
                                  Director shall make a contract by             c. Receive written bids submitted by
                                  contract designation for exemption          prospective contractors and determine
                                  and City Council shall make the             whether any of them must be disqualified
                                  final determination, removing               pursuant to Sections 18-5-21, 18-5-22,
                                  guideline language related to spe-          18-5-23, 18-5-24, 18-5-25, 18-5-26,
                                  cific rules and regulations to be pro-      18-5-27, 18-5-28, 18-5-29 and 18-5-30.
                                  mulgated, adding City Council as              d. In comparing bids, the bid of any
                                  the approval body for rules and             Detroit-based firm shall be deemed a
                                  regulations, and providing a protest        better bid than the bid of any competing
                                  timeline for exemption appeals to           firm which is not Detroit-based, when-
                                  City Council.                               ever the bid of scuch competing firm shall
                                  IT IS HEREBY ORDANIED BY THE                be equal to or higher thane the bid of the
                                  PEOPLE OF THE CITY OF DETROIT               Detroit-based firm, after the appropriate
                                  THAT:                                       equalization percentage credit from the
                                   Section 1. Article 5, Chapter 18 of the    equalization allowance table has been
                                  1984 Detroit City Code be amended by        applied to the bid of the Detroit-based
                                  amending Sections 18-5-2, 18-5-21,          firm.
                                  18-8-22, 18-5-23, 18-5-24, 18-5-25,               Equalization Allowance Table
                                  18-5-26, 18-5-27, 18-5-28, 18-5-29,         Contract                    Equalization
                                  18-5-30 and adding 18-5-30.1 to read as     Amount                      Percent
                                  follows:                                    Up to $10,000                10%
                                  Sec. 18-5-2. Manner of Purchasing.          $10,000.01-$100,000.00        8%
                                   All purchases by the Purchasing Direc-     $100,000.01-$500,000.00      6%
                                  tor shall be made in the following man-     $500,000.01-$1,000,000.00     4%
                                  ner:                                        $1,000,000.01 and over        1%
                                    (1) If the purchase entails a major         The firm making the lowest bid thus
                                  expenditure, the Purchasing Director 
 

0






                                       evaluated Shall be doomed the lowest                    d. No contract shall be awarded by the
                                       bidder. No contract hereafter awarded by             Purchasing Director, under the limited or
                                       reason of an equalization percentage                  "set-aside" bidding procedure author.
                                       credit shall be sublet to any subcontrac-             ized by subsection (2)a., until he Shall
                                       tor which is not a Detroit-based firm. Any           have made a determination that the con-
                                       bidder who claims entitlement to an                  tract price is reasonable, based upon the
                                       equalization percentage credit shall                 following criteria:
                                       agree to make available to the City the                 1. Other recent contracts for the same
                                       records necessary to establish elibigility;          or similar materials or services, under
                                          e. After applying any equalization per-           the same or similar specifications;
                                       centage credit. as provided above, the                  2. The price bid by the prospective
                                       contract shall be awarded to the lowest              contractor is validated by a federal,
                                       responsible bidder thus evaluated;                   trade, or other recognized index to the
                                          f. The above requirements shall not be            extent possible;
                                       applicable it any one of the following con-             3. Allowance for a reasonable profit
                                       ditions is found to exist:                           considering prevalent market conditions;
                                          1. The expenditure involved is not                and
                                       "major";                                                4. Any other relevant factors.
                                          2. Public exigencies require the                     e. Whenever the Purchasing Director
                                       immediate delivery of the articles or per-           shall award a "set-aside" contract as
                                       formance of the Service;                             permitted under subsection (2)a. of this
                                          3. Only one source of supply is avail-            section, he shall prepare, sign and place
                                       able and the Purchasing Director shall so            in the contract file a statement of the
                                       certify;                                             facts on which the determination of
                                          4. The services to be performed are               responsibility was based, the names of
                                       professional in nature: or                           ail prospective contractors who were
                                          5. The item to be acquired is rare or             solicited, and the basis for making a
                                       unique.                                              determination that the accepted contract
                                          (2) If the purchase or sale entails an            price was reasonable. If the contract is
                                       expenditure which is not "major", the                subject to City Council approval, a copy
                                       Purchasing Director is authorized to let             of such statement shall be Submitted with
                                       the contract subject to the following con-           the proposed contract.
                                       ditions:                                             See. 18-5-21. Contractual  Services-
                                          a. The practice at competitive bidding               Prohibited Transactions.
                                       is required, but formal advertising is                  The City of Detroit in exercising its
                                       required only for contracts over two thou-       power to make economic decisions as a
                                       sand dollars ($2.000.00). An equaliza-               participant in the market shall restrict. to
                                       tion on percentage credit shall be allowed,            the extent permissible and consistent
                                       as provided in subsection (1)d. of this              with the City's interests its contracting rel-
                                       section. whenever there is full and free            ative to goods and services to persons or
                                       competitive bidding. However, the Pur-               entities which do not do business in or
                                       chasing Director may limit bidding to                with South Africa.
                                       Detroit-based small business concerns.              Sec. 18-5-22. Definitions.
                                       in which event an equalization percent-              a. "Bids" shall include request for
                                       age credit shall be allowed;                        proposais (RFP), invitations for bids
                                          b. In soliciting bids, the Purchasing            ('FB), and other similar documents
                                       Director shall affirmatively seek out                b. "City" shall mean the City of Detroit
                                       Detroit-based small business concerns                and all agencies thereof.
                                       which are owned or controlled by socially            c. "Company" shall mean an associa
                                       or economically disadvantaged persons;              tion of persons carrying on a commercial
                                          c. The Purchasing Director must make             or industrial enterprise.  Company
                                       a determination that the prospective con-           includes, but is not limited to, a partner-
                                       tractor is responsible.  The Purchasing             ship, corporation, association, or joint
                                       Director shoul dutilize all available infor-        stock company.
                                       mation from within the division and other             d. "Control" shall mean:
                                       City departments, from the prospective                 1. The entity beneficially owns or con-
                                       contracotr from banks and other finan-              trols (whether directly or indirectly)
                                       cial companies, in order to ascertain               twenty-five (25) percent or more of the
                                       whether the prospective contractor is               voting securities of the entity, if no other
                                       responsible, under the guidelines set               entity owns or controls (whether directly
                                       forth under "lowest responsible bidder'             or indirectly" an equal or larger percent-
                                       as defined in section 18-5-1;                       age;or




                                                                            2
 

0








                                     2. The entity or person controls in fact          i. "Licensing Agreement" shall mean a
                                  any other entity or person. Such control          contract with an entity or company for the
                                  consists of the authority or ability of the       sale or lease, of a license that permits the
                                  entity to establish or direct the general         use of a patent. trademark, or other tech-
                                  policies or day to day operations of the          nology by another individual or company.
                                  entity; or                                           j. "Management Agreement" shall
                                     3. The entity Is operated by another           mean a contract in which a company of
                                  entity pursuant to the provisions of an           entity is chosen or appointed to manage,
                                  exclusive management contract; or                 direct, or administer the affairs of another
                                     4. A majority of the Members of the            entity or company.
                                  board of directors of the entity are also            k. "Person or Entity" shall include all
                                  members of the comparable governing               individuals, companies, domestic corpo-
                                  body of the other onto; or                        rations, foreign corporations, associa-
                                     5. The entity has the authority to             tions. syndicates, joint stock companies,
                                  appoint the majority of the members of            partnerships of every kind. joint ven-
                                  the board of directors of the other entity;       tures, clubs, unincorporated associa-
                                  or                                                tons. and public agencies.
                                     6. The entity has the authority to             See. 18-5-23. Prohibited Transactions.
                                  appoint the chief operating officer at the           (a) The City shall not enter into or
                                  other entity.                                     renew any contract or do business with
                                     e. "Doing Business" shall Mean (1)             any person or company that (1) is doing
                                  having any operations, trade, work.               business with or in South Africa, (2) con-
                                  license agreements, franchise agree-              trols or is controlled by a person or com-
                                  ments, management agreements, exclu-             pany doing business in or with South
                                  sive distributor agreements. majority-            Africa. The City shall not purchase any
                                  owned or controlled subsidiaries. con-            products manufactured, produced,
                                  trolling parent companies. supplies.              assembled, grown or mined in South
                                  equipment, any rights in real or personal        Africa. Every bid document and contract
                                  property or contracts; (2) providing finan-       in which this article is applicable shall
                                  cial services; (3) promoting Importation          contain a recital of this article.
                                  or sale of gold or gold products or dia-             (b) The City shall include provisions in
                                  monds; (4) providing or receiving goods            all contracts with outside authorities and
                                  or services.                                      corporations requiring that City trans-
                                     f. "Exclusive Distributor" shall mean          ferredd funds not be used to purchase
                                  an entity which is the sole agent for sale       services or goods from entities doing
                                  of another entity or company's goods or           business in South Africa as described in
                                  services within a specified geographic            this Ordnance. The Annual City Budget
                                  area or market.                                    Closing resolution shall state that City
                                     g. "Franchise" shall mean an agree-            Funds for transfer to outside authorities
                                  ment under which the franchisee under-            and corporations Is prohibited It such
                                  takes to conduct a business or sell a             authorities and corporations have failed
                                  product or service in accordance with             to adopt South Africa guidelines and pur-
                                  methods and procedures proscribed by              chasing policies that meet the goals of
                                  the franchise and under Which the fran-           this Ordinance.
                                  chisor undertakes to assist the fran-             Sec. 18-5-24. Statement Required
                                  chisee through advertising, promotion,              from Bidders.
                                  and other advisory services.                        a. Prior to reviewing responses to bid
                                    h. "Government of South Africa" or              documents for contracts covered by this
                                  "South Africa" shall mean that Republic           article, the Purchasing Director shall
                                  of South Africa and any territory con-            obtain from each person or entity seek-
                                  trolled or administered by the Republic of        ing of a contract award "a sworm affi-
                                  South Africa and any public or quasi-             davit" from an authorized representive,
                                  public entity operating as an agency or           on a form to be provided, declaring the
                                  political subdivision of the Republic of          nature and extent to which said person or
                                  South Africa, including, but not limited to       entity is doing business in or with South
                                  municipal, provincial, national, or other         Africa unless the bidder has already sub-
                                  government bodies (including all depart-          mitted said statement in response to a
                                  ments, agencies, and other                        previous bid or proposal request and the
                                  instrumentalities of such bodies), public         City has no reason to believe, based on
                                  utilites, public facilities, or any national      notice from the bidder or otherwise, that
                                  corporation in South Africa or controlled         the bidders' South Africa business con-
                                  by South Africa.                                  nections have changed. In case of 




                                                               3
                                  
 

0




                                             good to be provided, a statement shall                any subsequent amendments, modifica-
                                             be included as to the origin of said                   tions, or renewals of such contracts in                                                                                                   
                                             goods, to the best of the person's or                 which the scope of duration of the under-
                                             entity's knowledge. Further, said person               lying contract is not significantly altered;      
                                             or entity shall promptly notify the award-                b. Any contract advertised and made
                                             ing authority in writing if there is a subse-         available to the public or any competitive
                                             quent change in the nature or extent of                and sealed bids received by the City of
                                             its business in or with South Africa. Fail-            Detroit or entered into prior to the effec-
                                             ure to include the statement of business               live date of this article:
                                             relationship in South Africa in any bid                   c. Contracts for the purchase of any
                                             shall make such bid a non-responsive                   sole source goods and services:
                                             bid.                                                      d. Contracts wherein application of
                                               b. The Purchasing Director shall check               this article would disqualify all but a sin.
                                             to see if the bidder is on the most recent             gle bidder;
                                             list of the Treasurer of the State of Michi-              e.Contracts for the acquisition of
                                             gan compiled pursuant to the State of                  news publication services;
                                             Michigan's Public Acts 252 and 253 of                     f. Contracts for acquisition of interna-
                                             1988. However, these lists shall act only              tional transportation services;
                                             as guides and shall not be definitive.  A                 g. Contracts for international long dis-
                                             company may be sanctioned by this                      tance telephone, telegraph, and mail
                                             Ordnance and yet not be named on one                   services so long as domestic service
                                             of the lists consulted. Conversely, a com-             within South Africa is not provided;
                                             pany may be on one of the lists consul-                  h. Contracts with a financial institution
                                             ted, but other evidence may demonstrate                which engages in activities required to
                                             that the Ordinance does not require                    assure repayment of credit extended
                                             sanction. The Purchasing Director shall                before the effective date of this article;
                                             add to the list those entities, who by affi-             i. Contracts wherein application of
                                             davit, reveal a business relationship with             Section 18-5-23 with reasonable fore-
                                             South Africa.                                         seeability would result in a significant
                                              c. The Purchasing Director shall file                 loss of quality or significant additional
                                             this list and exemption affidavits with the          cost to the City;
                                             Office of the City Clerk and with City                    j. Wherein the Purchasing Director
                                             Council's Research and Analysis Divi-                  recommends and wherein the City Coun-
                                             sion after ninety (90) days.                           cil determines that sanction under this
                                             Sec. 18-5-25. Exemptions.                              Ordinance would otherwise be contrary
                                              In order to promote the          purposes of          to the best Interests of the City.
                                             this article and to prothet City's inter-          		in the event that Purchasing Director
                                             ests. exemption(s) from the provisions of               believes that a bidder meets an exemp-
                                             Section 18-5-23 delineated in sub-                     tion under Sub-Sections 18-5-25 a 
                                             sections a through I below shall be                    through , the Purchasing Director shall
                                             applied on an individual basis, and every              give notice in writing to the city council
                                             contract so exempt shall be forwarded to              and shall seek a waiver through exemp-
                                             the City Clerk with a statement from the           tion. The City Council shall determine
                                             Purchasing Director denoting the exact                  whether or not any waiver is given by
                                             nature and reasons an exemption has                    exemption under this section.
                                             been designated. The City council shall                      Sec. 18-5-26. Contract Termination
                                             review the exempted contract and deter-                      Upon Subsequent Determination of 
                                             mine whether an exemption for purpose                        Inellgibillity.
                                             of awarding the contract   Is In compliance            Each contract not exempted under this
                                             with provisions of this Ordinance and is               article shall contain a provision granting
                                             warranted. The City Council shall make a              the City this authority to to terminate the
                                             determination of an exemption for a con-                contract and to refuse payment for goods
                                             tract that has been disqualified by the                received or servieces performed if the City
                                             Purchasing Director for award on the               determines that the person or entity
                                             sole basis of failing to to meet provisions               under contract with the City was Inelig-
                                             Section 18-5-25 a through  on an individ-             ible under this article at teh t iem of enter-
                                             ual contract by contract basis under pro-                 ing the contract or become ineligible
                                             visions contaied in Section 18-5-28.                 thereafter. Disqualificationo of an entity
                                              a. Contracts. Including any amend-                    from eligibility for providing goods or
                                             ments, modifications, or renewals Of                    services to the City of Detroit shall be
                                             such contracts, in existence at the time                 reviewed on an individual contract by
                                             of the effective, date at this article, and            contract basis upon request from dis-

                                                                                                 4
 










                                      qualified entity and upon a Showing of           be inconsistent with the terms or Comdi-
                                      corrective action indicating that viola-         tions of a grant or contract with an
                                      tions are not likely to reoccur.                 agency of the United States, the State of
                                      Sec. 18-5-27. Rules and Regulations.             Michigan, or the instruction of an author.
                                        The Purchasing Director. shall promul-         ized representative of any such agency
                                      gate rules and regulations subject to the        with respect to any such grant of con-
                                      approval of the City Council. Such rules         tract.
                                      and regulations shall include, but not be        See. 18-5-30. Repeal by City Council.
                                      limited to the following:                         This ordinance may be repealed by
                                        a. The form and content of the oath to         resolution of two-thirds (2/3) of City Coun-
                                      be obtained from prospective bidders;            cil when the policy of apartheid is ended
                                        b. Standards for determining eligibility       in South Africa.
                                      of persons or entities under this article;       Sec. 18-5-30-1. Consistency with pre.
                                        c. Guidelines for the granting of                vious enactments.
                                      exemptions under Section 18-5-25;                  Effective January 1, 1991, the provi-
                                        d. Preparation of specific provisions in       sions of these amendments to Sections
                                      bid documents, contracts and other doC-          18-5-2, 18-5-21, 18-5-22, 18-5-23,
                                      uments which imolement this article.             18-5-24, 18-5-25, 18-5-26, 18-5-27,
                                      Sec. 18-5-28. Protest to City Council.            18-5-28, 10-5-29 and 18-5-30 shall
                                        Any unsuccessful entity disqualified on        supercede any contrary code provisions
                                      a bid or contract solely by virtue of the        and shall otherwise take effect ninety
                                      procurement prohibition of this article          (90) days after adoption.
                                      shall have the tight to protest the applica-       Section 2. All ordinances or parts of
                                      tion of this article to the City Council pro-    ordinances in conflict with this ordinance
                                      vided he gives written notice setting forth     are hereby repealed.
                                      the basis for his claim within seven (7)           Section 3. This ordinance is declared
                                      calendar days. Upon receipt of such              necessary for the preservation of the
                                      notice by the city clerk, the City Council       pubic peace, health, safety, and welfare
                                      shall schedule a hearing within ton (10)         of the People of the City of Detroit and
                                      city council committee of the whole days         shall take immdiate effect.
                                      and render a decision either prohibiting
                                      the bid or contract, allowing the bid or         (J.C.C.P.             November 28, 1990)
                                      contract, or waiving the prohibition of the      Passed                  December 7. 1990
                                      bid or contract                                  Published             December 21, 1990
                                      Sec. 18-5-29. Consistency with                  Effective             December 21, 1990
                                        Federal or State Law.                            (Pursuant to Sefton 18-5-30. 1, certain
                                        The provisions of this article shall no,       provisions of this ordinance will take
                                      be applicable to those instances wherein           effect an March 7, 199 1).
                                      the applicable of Section 18-5-23 would
                                      be prohibited by Federal or State Law or                        JAMES H. BRADLEY,
                                      where Such application would Violet Of                                            City Clark




















                                                                                   5
 







                      IRREVOCABLE BANK LETTER OF CREDIT                       CONTRACT NUMBER
                                         FOR
                            CITY OF DETROIT CONTRACT

          PRINCIPAL (Contractor)                                             DATE OF BID




          BANK                                                                DATE BID SECURITY EXECUTED






         KNOW ALL MEN BY THESE PRESENTS:

         WHEREAS, The Principal above named has submitted to the City of Detroit, Michigan, a municipal cor-
         poration, hereinafter called the City, a proposal or bid, dated as shown above, on the above-numbered contract.


         NOW THEREFORE, We, the Bank, bind ourselves to the City in the amount of the Irrevocable Bank Letter of
         Credit stated below, that if the above proposal is accepted, the Principal will promptly enter into contract in
         accordance with the proposal, otherwise the Bank will pay the amount stated above unto the City of Detroit as
         liquidated damages.



         WE hereby open our Irrevocable Bank Letter of Credit No.
         in favor of CITY OF DETROIT, a municipal corporation for the account of the above principal (contractor) for
         L sum not exceeding

         $                           U.S. currency available by City of Detroit draft at sight on


                                                      (Name and Ac1dress of Bank)





         All drafts drawn under this credit must be marked "Drawn under

                                                                                          Letter of Credit No.


         dated



         Except so far as otherwise expressly stated herein, this credit is subject to the Uniform Customs and Practice
         for Documentary Credits (1962 Revision) International Chamber of Commerce Brochure No. 222.


         We engage with you that each draft drawn under, and in compliance with, the terms of this credit will be duly
         honored if presented at this office.


         SIGNED AND SEALED on the date indicated above.




                                                  BANK
                                                                                                               AFFIX
                                                                                                           CORPORATE
                                                  BUSINESS ADDRESS                                             SEAL















                                                            INSTRUCTIONS








                   1. This form shall. be used for City of Detroit contracts wherever an Irrevocable Bank Letter of
              Credit is utilized for bid security. There shall be no deviation from this form except as authorized by the
              Corporation Counsel of the City of Detroit.



                  2. The Bank furnishing the Irrevocable Bank Letter of Credit may be any bank or bankin in-
              stitution authorized to do business as such in the State of Michigan and satisfactory to the City of Detroit.



                  3. The date of the Irrevocable Bank Letter of Credit must not pe prior to the date of the instrument
              in connection with which it is given.






                                                         BID BOND                                                                     Contract Number
                                                          City of Detroit
                                                    Construction Contract

                                                                                                                                     Date of Bid
        Principal




        Surety                                                                                                                       Date Bond Executed



        Amount of Bond (express in words and figures)





        KNOW ALL MEN BY THESE PRESENTS:

        WHEREAS, The Principal above named has submitted to the City of Detroit, Michigan, a municipal corporation, hereinafter called the City. a
        Proposal or bid, dated as shown above, on the above numbered contract.

        NOW THEREFORE. We, the Principal and Surety, bind ourselves to the City in the amount of the bond stated above. that if the above
        proposal is accepted. the Principal will promptly enter into contract in accordance with the proposal. otherwise the Principal and/or Surety will
        pay the amount stated above unto the City of Detroit as liquidated darn;ges.
        SIGNED AND SEALED on the date indicated above.

        In Presence of: Witness                                                                      Individual Principal


                                                                 as to                                                                                       - L.S.




                                                                  as to                                                                                      - L.S.




        3.                                                        as to                                                                                               L.S.



        4.                                                        as to                                                                                               L.S.

                                                                                   Corporate Principal



        Attest                                                                     Business Address


                                                                                   By


                                                                                                                                                             Affix
                                                                                                                                                         Corporate
                                                                                   Title                                                                     Seal




                                                                                   Corporate Surety



        Attest                                                                     Business Address


                                                                                   By                                                                          U4.







                                                    CERTIFICATE AS TO CORPORATE PRINCIPAL





                                                                                                                                                         certify that


                    I am the                                                                                                                                secretary

                    of the corporation named as principal In the within bond:

                    that                                                                                                                who signed the said bond

                    on behalf of the principal, was then
                    of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed,
                    and attested for and In behalf of said corporation by authority of its governing body.





                                                                                                                                                     (CORPORATE)
                                                                                                                                                          SEAL







                                                                                  Instructions




                         1. This form shall be used for construction work wherever a Bid Bond is required. There shall be no deviation from this
                    form except as authorized by the Corporation Counsel of the City of Detroit


                         2. The surety on the bond may be any corporation licensed by the State of Michigan to act as surety and satisfactory to the
                    City of Detroit.


                         3. The name, including full christian name, and business-or residence address of each individual party to the bond shall be
                    inserted in the space provided therefor, and each party shall sign the bond with his usual signature on the line opposite the scroll
                    seal.


                         4. If the principalb are partners, their individua+ names shall appear in the space provided therefor, with the recital that they
                    are partners composing a firm, naming it, and all the members of the firm shall execute the bonds as individuals.

                         5. If the principal as well as the surety is a corporation, the name of the state in whicW each is incorporated shall be inserted
                    in the spaces provided therefor, and said instrument shall be executed and attested under Corporate seal fqr each as indicated on
                    the form.


                         6. The official character and authority of the person or persons executing the bond for the principal, if a corporation. shall
                    be certified by the secretary or assistant secretary, according to the form herein provided. In lieu of such certificate. there may be
                    attached to the bond copies of so much ot the records of the corporation as will show the official character and authority of the
                    officer signing, duly certified by the secretary or assistant secretary under the corporate seal, to be true copies.

                         7.. The date of this bond must not be prior to the date of the instrument in connection with which it is given.







                                                                                                                                                C of D-108-BO (&78)










                                                                                                   CONTRACT NO.
                                  PERFORMANCE BOND
                                    (See Instructions on Reverse Side)

          PRINCIPAL (Narne, and iegal status)                                                       DATE OF CONTRACT



          SURETY                                                                                    DATE BOND EXECUTED



          AMOUNT OF BOND (Express in words and figures)



          KNOW ALL MEN BY THESE PRESENTS, Thar we, the PRINCIPAL and SURETY above named, are held and firmly
          bound unto the City of Detroit, Michigan, a municipal corporation, hereinafter called the City, in the amount stated
          above. for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and
          successors, jointly and severally, firmly by these presents.
          THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the principal entered into a certain contract with
          the City, numbered and dated as shown above and hereto attached, and which shall be deemed a part hereof as fully as if
          set our herein.
          AND WHEREAS, This bond is given in compliance with and subject to the provisions of Act No. 351 of the Public
          Acts of Michigan, for the year 1972, and the provisions of the City of Detroit Charter.
          NOW, THEREFORE, if the principal shall well and truly perform and fulfill all the undertakings, covenants, terms
          conditions, and agreements of said contract during the original term of said contract and any extensions thereof that may.
          be granted by the City, with or without notice to the surety, and during the life of any guaranty required under the
          contract, and shall also well and truly perform and fulfill all the undertakings, covenants, cerms, conditions, and agreements
          of any and all duly authorized modificacions of said contract that may hereafter be made, notice of which modifications to
          the surety being hereby waived, then, this obligation to be void; otherwise to remain in full force and virrue.
          IN WITNESS WHEREOF, the above-bounded parries have executed this instrument under their several seals on the date
          indicated above, the name and corporate seal of each corporate parry being hereto affixed and these presents duly signed
          by its undersigned representative, pursuant to authority of its governing body.

          PRINCIPAL:               INDIVIDUAL           DOING BUSINESS UNDER ASSUMED NAME                           PARTNERSHIP

          NAMES OF                                                      BUSINESS
             ALL                                                        ADDRESS:
          PARTNERS

          IN PRESENCE OF: WITNESS                                              PRINCIPAL - INDIVIDUAL/ PARTNER - SIGNATURE



          I                                                             AS TO                                                    (L.S.)



          2                                                     (5-74) As To                                                     (L.S.)

                                                           CORPORATE PRINCIPAL
          STATE IN WHICH INCORPORATED                 BUSINESS
                                                      ADDRESS:


                                                      OFFICER'S                                                             AFFIX
                           EXECUTE                    SIGNATURE                                                         CORPORATE
                 CORPORATE CERTIFICATE                                                                                       SEAL
                      ON REVERSE SIDE
                                                      TITLE


                                                            CORPORATE SURETY
          STATE IN WHICH INCORPORATED                 BUSINESS
                                                      ADDRESS:


          ATTEST:
                                                      OFFICER'S
                                                      SIGNATURE                                                             AFFIX
                                                                                                                        CORPORATE
                                                                                                                             SEAL

                                                      TITLE











                                                                                                     INSTRUCTIONS


                                1. Thil; form shall be used wherever a performance bond is required              principal is doing business under an assumed or trade name, naming it
                           under the provisions of Act No. 351 of the Public Acts of Michigan for                The bond shall be signed by the individual on the line opposite the scroll
                           the year 1972, and the provisions of the City of Detroit Charter. There               seal (L.S.), using the same form of signature as used in the Contract, and
                           shall be no deviation from this form except as authorized by the Corpora-             the signature duly witnessed.
                           tion Counsel of the City of Detroit.
                                                                                                                      Copartner.ihip. The names of the individual partners, their business
                                2. The surety on the bond may be any corporation licensed by the                 address, with the recital that such individuals are partners composing a
                           State of Michigan to act as surety and satisfactory to the City of Detroit.           firm, naming it. The bond shall be signed on the line opposite the scroll
                                                                                                                 seal by the same partner who signed the Contract, using the.same form
                                The full business name of the corporate surety, business address, and            of signature, and the signature duly witnessed.
                           the name of the state in which incorporated shall be inserted in the space
                           provided therefor. The bond shall be executed and attested under cor-                      Corporation. The full business name of the corporation, business
                           porate seal as indicated on the form.                                                 address, with the recital that the principal is a corporation, and the name
                                                                                                                 of the state in which incorporated. The bond shall be signed by an
                                3. The principal shall be identified by inserting in the space provided          authorized officer of the corporation, followed by his title, and the corporate
                           therefor the following information according to the principal's le al status,         seal affixed.
                           and the bond executed by the principal in accordance with the following
                           requirements.                                                                              The official character and authority of the person executing the bond
                                                                                                                 for the corporation shall be certified by the secretary or assistant secretary,
                                Individual. The name, including full christian name, business or                 according to the Certificate provided below. In lieu of such certificate there
                           residence address, with the recital that the principal is an individual. The          may be attached to )the bond copies of so much of the records of the cor.
                           bond shall be signed"by the individual on the line opposite the scroll seal           potation as will show the official character and authority of the officer
                           (LS.), using the same form of signature as used in the Contract, and the              signing, duly certified by the secretary or assistant secretary, under the
                           signature duly witnessed.                                                             corporate seal, to be true copies.
                                Individual Doing Bujineu Under an Amumed Name. The name of                            4. The date of this bond must not be prior to the date of instru-
                           the individual, business or residence address, with the recital that the              me'nt in connection with which it is given.




                                                                                        CERTIFICATE AS TO CORPORATE PRINCIPAL



                                                                                                                 certify that I am the

                             of the corporation named as principal in the within bond; that

                             who signed the said bond on behalf of the principal, was then                                                                                           of said
                             coToration; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, and the corporate seal affixed for
                             an in behalf of said corporation by authority of its governing body.
                             C of, D-171 -BO (Re.. 3.74)











                                                                                                   CONTRACT NO.
                                      PAYMENT BOND
                                     (See Instructions on Reverse Side)

           PRINCIPAL (Name. and legal status)                                                       DATE OF CONTRACT



                                                                                                   DATE BOND EXECUTED
           SURETY




           AMOUNT OF BOND (Express in words and figures)



           KNOW ALL MEN BY THESE PRESENTS, That we, the PRINCIPAL and SURETY above named, are held and firmly
           bound unto the City of Detroit, Michigan, a municipal corporation, hereinafter called the City, in the amount stated
           above, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and
           successors, jointly and severally, firmly by these presents.
           THE CONDITION OF THIS OBLIGATION IS SUCH, char whereas the principal entered into a certain contract with
           the City, numbered and dated as shown above and hereto attached, and which shall be deemed a part hereof as fully as if
           SCE our herein.
           AND WHEREAS, This bond is given in compliance with and subject to the provisions of Act No. .151 of the Public
           Acts of Nfichigan, for the year 1972.
           NOW, THEREFORE, if the principal shall promptly make payment to all persons supplying labor and material in the
           prosecution of the work provided for in said contract, and any and all duly authorized modifications of said contract that
           may hereafter be made, notice of which modifications to the surety being hereby waived, then this obligation to be Vold;
           otherwise to remain in full force and virtue.

           IN WITNESS WHEREOF, the above-bounded parties have executed this instrument under their several seals on the date
           indicated above. the name and corporate seal of each corporate party being hereto affixed and these presents duly signed
           by its undersigned representative, pursuant to authority of its governing body.

           PRINCIPAL:               INDIVIDUAL           DOING BUSINESS UNDER ASSUMED NAME                         PARTNERSHIP

           NAMES OF                                                      BUSINESS
               ALL                                                       ADDRESS:
           PARTNERS

           IN PR.ESENCE OF: WITNESS                                             PRINCIPAL - INDIVIDUAL/ PARTNER - SIGNATURE



                                                                         AS TO                                                    L.S.



           2.                                                            AS TO                                                    (L.S.)

                                                           CORPORATE PRINCIPAL
           STATE IN WHICH INCORPORATED                 BUSINESS
                                                       ADDRESS:


                                                       OFFICER'S                                                          AFFIX
                                                       SIGNATURE
                            EXECUTE                                                                                    CORPORATE
                   CORPORATE CERTIFICATE                                                                                   SEAL
                       ON REVERSE SIDE
                                                       TITLE


                                                             CORPORATE SURETY
           STATE IN WHICH INCORPORATED                 BUSINESS
                                                       ADDRESS:


           ATTEST:
                                                       OFFICER'S
                                                       SIGNATURE                                                          AFFIX
                                                                                                                       CORPORATE
                                                                                                                           SEAL












                                                                                                        INSTRUCTIONS


                                   1. This form, for the protection of the persons supplying labor and             principal is doing business under an assumed or trade name, naming it.
                              material, shall be used wherever required under the provisions of Act No.            The bond shall be signed by the individual on the line opposite the scroll
                              351 of the Public Acts of Michigan, for the year 1972. There shall be no             seal (L.S.), using the same forin of signature as used in the Contract, and
                              deviation from this form except as authorized by the Corporation Counsel             the signature duly witnessed.
                              of the City of Detroit.
                                                                                                                         Copartnership. The names of the individual partners, their business
                                   2. The surety on the bond may       be any corporation licensed by the          address, with the recital that such individuals are partners composing a
                              State of Michigan to act as surety and  satisfactory to the City of Detroit.         firin, naming it. The bond shall be signed on the line opposite the scrou
                                                                                                                   seal by the same partner who signed the Contract, using the same form
                                   The full business name of the corporate surety, business address, and           of signature, and the signature duly witnessed.
                              the name of the state in which incorporated shall be inserted in the space
                              provided therefor. The bond shall be executed and attested under cor-                      Corporation. The full business name of the corporation, business
                              porate seal as indicated on the form.                                                address, with the recital that the principal is a corporation, and the name
                                                                                                                   of the state in which incorporated. The bond shifl be signed by. an
                                   3. The principal shall be identified by inserting in the spice provided         authorized officer of the corporation, followed by his title, and the corporate
                              therefor the following information according to the principal's legal status,        seal affixed.
                              and the bond executed by the principal in accordance with the following
                              requirements.                                                                              I'lic official character and authority of the person executing the bond
                                                                                                                   for the corporation shall be certified by the secretary or assistant secretary,
                                   Individual. The name, including full christian name, business or                iccording to the Certificate provided below. In lieu of stich certificate there
                              residence address, with the recital that the Principal is an individual. The         may be attached to the bond copies of so much of the records of the cor-
                              bond shall be signed by the individual on the line opposite the scroll seal          poration as will show the official character and authority of the officer
                              (L.S.), usingthe same form of signature as used in the Contract, and the             signing, duly certified by the secretary or assistant secretary, under the
                              signature duly witnessed.                                                            corporate seal, to be true copies.
                                   Individual Doing Business Under an Assumed Name. The name of                          4. The date of this bond must not be prior to the date of instru-
                              the individual, business or residence address, with the recital that the             merit it) connection with which it is given.





                                                                                           CERTIFICATE AS TO CORPORATE PRINCIPAL



                                     1,                                                                             certify rhat I am the

                                of the corporation named as principal in the within bond; that_.__..-.

                                who signed the said bond on behalf of the principal, was then                                                                                           of said
                                corporation@ that I know his signature, and his signature thereto is genuim and th it said bond was dtily signed, and the corporate seal affixed for
                                and in b(:half of said corporation by authority of its governing body,
                                Cof 0-170-Bo (Rt.,. 5.74)







                                                                          AGREEMENT                                                                   A. I



                   CONTRACT TITLE                                                                                    CONTRACT NUMBER



                                                                                                                     NUMBER OF BULLETINS



                   PARTY OF THE FIRST PART (The City)                                                                DATE OF AGREEMENT
                   City of Detroit, Michigan, a municipal corporation, acting through the





                   PARTY OF THE SECOND PART (Contractor)







                   CONTRACT PRICE








                     Agreement made on the date as shown above, between                   provisions of the Article, "Time of Starting and Complet-
                   the above named party of the first part, City of Detroit,              ing Work", in the Special Notice to Bidders. Time being
                   hereinafter called the City, and the above named party of              of the essence of this Contract, the Contractor shall there-
                   the second part, hereinafter called the Contractor.                    after prosecute the work diligently so as to assure the com-
                                                                                          plerion of the entire work not later than the time pre-
                     Whereas, the City, by due advertisement, has            invited      scribed therefor, or the date to which the time of com-
                   proposals for doing the work hereinafter specified; and                pletion may have been extended pursuant to the provisions
                   the Contractor has submitted a proposal which has been                 of the Article, "Delays and Extension of Time", of the
                   liccepted. and the Cit%, Council has approved this Contract.           General Conditions. The Contractor shall, if necessary to
                   the parties hereto do hereby. in consideratioii of the intirtial       complete the work within such time, work nights, Sun-
                   cw,enancs h(:r(:inafter contained, agree xith c;ich orhcr              days, and holidays without any change in the Contract price.
                   @:s follows:
                   1. THE CONTRACT                                                        4. LIQUIDATED DAMAGES
                     The Contract Documents are composed of the individual
                   parts as named by title in Article 2 of the Standard In-                 The Contractor guarantees that he can and will com-
                   structions to Bidders, including the number of Bulletins               plete the work within the time limit stated in the Con-
                   above indicated issued by the City prior to the receipt of             tract Documents, or within the time as extended as pro-
                   bids, and together form the Contract and are as fully a                vided elsewhere in the Contract Documents. Inasmuch as
                   part of the Contract as if fully herein repeated. In case              the damage and loss to the City which will result from the
                   any question arises as to the identity of the Contract                 failure of the Contractor to complete the work within the
                   Documents or any individual parts thereof, the City En-                stipulated time, will be most difficult of impossible of ac-
                   gineef shall identify them.                                            curate determination, it is mutually agreed that the damages
                                                                                          to the City for such delay and failure on the part of the
                   2. WORK INCLUDED                                                      ,Contractor shall be liquidated in the amount stated in the
                                                                                          Article, "Liquidated Damages", in the Special Notice to
                     The work included consists of that contained and de-                 Bidders, for each and every calendar day by which the
                   scribed in the Proposal for the Contract above named by                Contractor shall fail to complete the work or any part
                   title and number.                                                      thereof within the provisions hereof, and such liquidated
                                                                                          damages shall not be considered as a penalty.
                   3. TIME PROVISIONS                                                       The City will deduct and retain out of any money due
                                                                                          or to become due hereunder the amount of the liquidated
                     The Contractor shall begin work under this Contract at               damages, and in case those amounts are less than the
                   the time stipulated in the written notice of the City En-              amount of liquidated damages the Contractor shall pay
                   gineer, acting for the City, issued in accordance with the             the difference upon demand of the City.








            A. 2                                                          AGREEMENT


            5. THE CONTRACT PRICE                                                    case any of the said prices do not, in the judgment of the
               For the Contractor's complete performance of the work                 Engineer, truly represent the actual relative costs of the
            under the Contract, the City will pay, and the Contractor                different parts of the work performed, the Engineer may
                                                                                     prepare a new schedule of prices for use in preparing the
            agrees to accept, in full compensation therefor, the Contract            estimate.
            price above stated, subject to the terms and conditions
            thereof. Nothing herein contained shall be construed, or                    When the Special Notice to Bidders so provides, the En-
            be permitted to operate, as any restriction upon the power               gineer may also include in the estimate the value of non-
            granted to the Common Council by the City Charter to                     perishable materials, fixmres, and equipmenrwhich, in the
            audit and allow all accounts chargeable against the City.                judgment of the Engineer, are suitably stored on the site
                                                                                     on the last 'day of the estimate period. The value of such
               A. Lump Sum Price Contract: Where the accepted                        items shall not exceed the actual net cost to the Con-
            Proposal was on a lump sum price basis, the       'Contract price        tractor as substantiated by invoices or other factual in.
            above stated is subject to adjustments, if any, due to the               formation deemed satisfactory by the Engineer.
            additional cost or credits for work ordered by the City to be
            added or omitted in accordance with Article 19, "Changes                    After approval of the Engineer's certified estimate by the
            or Modification of Contract", of the General Conditions.                 City Officer, above named as acting for the City, a copy
                                                                                     of theEngineer's estimate will be furnished the Contractor
               B. Unit Price Contract: Where the accepted Proposal                   and the City will make payment to the Contractor as
            was on a unit price basis, the Contract price above stated               follows:
            is subject to such additions and deductions as may be nec-
            essary to conform to the actual quantities of the several                   Unless otherwise provided in the Special Notice to Bid-
            items or classes of work performed at the unit prices                    ders, the City will retain from each progress payment, 10
            stated in the accepted Proposal, and, also, is subject to ad-            percent of the total amount earned as stated in the En-
            jusrments, if any, due to the additional cost or credits for             gineer's estimate until the total amount so retained shall
            work ordered by the City to be added or omitted in ac-                   equal 5 percent of the Contract price above stated. The
            cordance with Article 19, "Changes or Modification of                    City will then pay to the Contractor the amount so.com-
            Contract", of the General Conditions.                                    puted, less the aggregate of any and all amounts previously
                                                                                     paid the Contractor, except that the City may further retain
                                                                                     from any progress payment any deductions authorized to
                                                                                     be made by the City under the terms of this Contract or
            6. DETAILED           ESTIMATE                                           by law..
               When required     by the Special    Notice to Bidders, the               The Engineer may withhold the preparation of a prog-
            Contractor shall within 14 days after the execution of this              ress estimate whenever, in his judgment, the lack of proper
            Contract, submit a Detailed Estimate to the City Engineer                progress by the Contractor so warrants. It is mutually un-
            for his approval on forms provided by the City Engineer,                 derstood by, and agreed between the parties hereto, that no
            giving a breakdown of his price bid, or of lump sum bid                  progress payment by the City in itself shall be construed
            for items of the Contract, showing for each major operation              as evidence of satisfactory progress by the Contractor, or as
            to be performed under the Contract, the individual items                 evidence of performance of this Contract either in whole
            of work, with units, quantities, unit prices, and total cost.            or in part, or construed to be an acceptance by the City of
            The sum of the total cost of the individual items shall be               defective work or improper materials.
            equal to the total Contract price.
               The Detailed Estimate, when approved by the City En-
            gineer, shall be considered and become a part of the Con-                8. ACCEPTANCE AND FINAL PAYMENT
            tract. The approved Detailed Estimate may be used by the
            Engineer as a basis for preparing his estimates for prog-                   A. Contractor's Notification ot Completion: When the
            ress payments and to provide unit prices for which extra                 Contractor considers all work required of him in the per-
            work may be done and for which work ordered omitted                      formance of this Contract, including any and all changes
            may be deducted. No progress payments will be made                       in the work ordered in writing by tl@e City, to be complete
            until the Detailed Estimate has been approved by the                     and ready for final inspection, he shall so notify the En-
            City Engineer.                                                           gineer in writing.
                                                                                        B. Contractor's Affidavits and Guarantees: The Con-
            7. PROGRESS PAYMENTS                                                     tractor shall file with the Engineer as a condition precedent
                                                                                     to final payment, the following:
               When the Special Notice to Bidders so provides, in order                 a)    An affidavit, on forms provided by the Engineer, that
            to assist the Contractor to prosecute the work advan-
            rageously, the City will make progress payments to the                            all payrolls, material bills, and all other indebtedness
            Contractor.                                                                       incurred by him in connection with the work have
                                                                                              been paid;
               The Engineer will from time to time as the work prog-
            resses, but usually not more often thin once a month, pre-                  b)    A release from the surety company on the Labor and
            pare and certify an estimate that, in his judgment, repre-                        Material Bond, in event that any claims have been
            sents the quantity and fair value of the work done by the                         previously filed pursuant to such bond, consenting to
            Contractor, including such extra work performed as was                            the final payment notwithstanding such filed clai ;
            ordered in writing by the City.                                             c)    Written guarantees and/or warranty bonds, or cer-
               When the Detailed Estimate is required, the Engineer                           rificates of inspection as may be specifically required
            may use the prices contained in such Detailed Estimate. In                        under the terms of the Contract.













                                                                          AGREEMENT                                                               A. 3


                 C. Verified Statement of Claims: Ile Contractor must                 performance of the Contract has been completed and ac-
              also submit a final verified statement of any and all alleged           cepted by said City Officer under the terms and conditions
              unliquidared claims against the City in any way connected               thereof, and the total value of such work.
              with or arising out of this Contract, including those as to                After audit and allowance by the Common Council, the
              which details may have been furnished pursuant to Articles              total amount of the value of the work done will be paid
              21 and 22 of the General Conditions, setting forth with                 to the Contractor by the City, less the total amounts pre-
              respect to each such claim the total amount thereof, the                viously paid on any or all progress payments when such
              various items of labor and materials included therein, and              were allowed and paid, less any deductions authorized to be
              the alleged value of each such item; and if the alleged un-             made by the City under the terms of the Contract or by
              liquidated claim be one of delay, the alleged cause of each             law. Such final payment shall be final and conclusive upon
              such delay, the period or periods of time, giving the dates             the Contractor.
              when the Contractor claims the performance of the work, or
              a particular part thereof, was delayed, and an itemized state-             F. Acceptance of Final Payment: The acceptance by
              ment and breakdown of the amount claimed for each such
              delay. With reference to each such claim, the City shall                the Contractor, or by anyone claiming by      or through him,
              have the same right to inspect, and make extracts or copies             of the final payment, based on the Engineer's final estimate
              of, the Contractor's books, vouchers, records, etc., as is re-          and the amount allowed by the Common Council, whether
              ferred to in said Articles 21 and 22. Nothing contained in              such payment be made pursuant to any judgment of any
              this Article is intended to or shall relieve the Contractor             court, or otherwise, shall constitute and operate as a re-
              from the obligation of giving timely notice of claims pur-              lease to the City from any and all claims of and liability
              suant to said Articles 21 and 22. The Contractor is warned              to the Contractor for anything theretofore done or furnished
              chat unless such claims are completely set forth as   herein re-        for or relating to or arising out of this Contract, and for
              quired, the Contractor upon acceptance of the         final pay-        any prior act, neglect, or default on the part of the City
              ment, pursuant to 'T" herein, will have waived any such                 or any of its officers, employees, or agents, excepting only
              claims.                                                                 a claim against the City for amounts deducted or retained
                                                                                      in accordance with the terms and provisions of this Con-
                 D.   EngineWs Inspection and Find Estimate: Upon re-                 tract or by law, and excepting a claim, not otherwise
              ceipt of the Contractor's written notification, the Engineer            waived, which is contained in the verified statement filed
              will promptly thereafter make such inspection.                          by the Contractor pursuant to "C" above.
                 If the Engineer finds the entire work not fully com-                    The Contractor is warned that his acceptance of the
                                                                                      final payment with any reservation either orally or in writ-
              pieced or portions not acceptable under the terms of the                ing, purporting to reserve claims other than those herein
              Contract, he will so notify the Contractor in writing, item-            specifically excepted from the operation of this Article, or
              izing what work is uncompleted and/or unacceptable. The                 those deducted by the City from the final estimate as cer.
              Contractor shall then promptly complete and/ or correct the             tified to by the Engineer, shall nor be effective to reserve
              work so itemized, and again notify the Engineer as required             such claims, anything stated to the Contractor orally or in
              in "A" above.                                                           writing by any officer, employee, or agent of the City to the
                 When the Engineer finds the entire work fully com-                   contrary notwithstanding.
              pleted and acceptable under the terms of the Contract and                  Should the Contractor refuse to accept the final pay-
              the Cont:ract fully performed, he will prepare and certify a            ment as tendered by the City, it shall constitute a waiver of
              final estimate as to the whole amount of the work done by               any right to interest thereon.
              the Contractor and the value thereof under and according
              to the terms of the Contract, and will determine the unpaid                G. Substantial Completion Payment: When the work,
              balance due hereunder other thin the amount of alleged                  in the judgment of the Engineer, has been substantially
              unliquidated claims. Any and all prior progress estimates               but not entirely completed, and full completion thereof is
              prepared by the Engineer under the provisions of Article 7              materially delayed through no fault of the Contractor, and
              herein, upon which progress payments were made, being                   the Engineer so certifies, the City may, upon certificate of
              merely estimates made to determine the amount of progress               such substantial completion made by the City Officer, make
              payments to enable the Contractor to prosecute the work                 payment to the Contractor of any part or all of the balance
              more advantageously, shall be subject to correction in the              due under the Contract, including amounts retained from
              certified final estimate.                                               any previous progress payments, less the value of work still
                                                                                      to 'be done, as the Engineer shall judge to be fair and
                 E. Approval of Final Payment: Upon approval of the                   equitable, for that portion of the work certified as substan-
              Engineer's certified final estimate by the City Officer, a copy         tially complete and accepted, and less any deductions au.
              of the approved final estimate will be furnished the Con-               thorized to be made by the City under the terms of the
              cfactor. The City Officer will certify to the Common                    Contract or by law. Such payment shall be made under the
              Council that all work required of the Contractor in the                 terms and conditions governing final payment.









           IN WITNESS WHEREOF, the City and the Contractor, by and through their duly authorized officers and
        representatives, have executed this Contract as of the date first above written.


        ATTEST:





                                                 Contractor



                                                BY

                                                  ITS
        ATTEST:                                 CITY OF DETROIT



                                                BY



                                                   ITS



                                                LAW DEPARTMENT


                                                Approved as to form and execution subject to ap-
                                                proval by Purchasing Director and City Council



                                                         Corporation Counsel

                                                FINANCE DEPARTMENT:


                                                NO.        -_ - Date

                                                I hereby certify that an appropriation has been made
                                                to cover the expense to ba incurred under this
                                                Contract.



                                                        Chief Accounting Officer


                                                PURCHASING DEPARTMENT
                                                FORTHE CITY OF DETROIT




                                                        PURCHASING DIRECTOR







       THIS CONTRACT SHALL NOT HAVE ANY FORCE OR EFFECT UNTIL APPROVED BY
       RESOLUTION OF THE CITY COUNCIL AND SIGNED BY THE PURCHASING DIRECTOR.














            PART II: GENERAL REQUIREMENTS AND TECHNICAL SPECIFICATIONS



                        DIVISION ONE: GENERAL REQUIREMENTS














              SVM-8801                                                                                   01010-1
              Mt. Elliott Park


                                                     SECTION 01010
                                                  SUMMARY OF WORK


              PART11: GENERAL


              1.1 WORK COVERED BY CONTRACT DOCUMENTS

                      A.      The work to be done under this contract consists of providing all labor,
                              material, equipment, tools and full-time supervision for and incidental to the
                              seawall work for Mt. Elliott Park, Detroit, Michigan. The worlk includes but
                              is not limited to the following 'items:

                              1 .    Site Work and River's Edge:

                                     Earthwork, concrete rubble cleanup, site drainage piping, site
                                     drainage adjustment, placement of blank PVC conduit for future
                                     utilities, driving steel pilings, structural steel erection, poured in place
                                     reinforced structural concrete, exposed aggregate concrete flatwork,
                                     concrete encasement of structural steel, galvanized steel handrailing,
                                     painting of primed steel structure and galvanized handrail, and
                                     hydroseeding for the construction of approximately 600 If of seawall
                                     and concrete rip-rap Detroit River Edge improvements.

              1.2 CONTRACT DOCUMENTS

                      A.      The work described by the Contract Documents is explained in three parts:

                              PART1:         CONTRACT FORMS
                              PART 2:        TECHNICAL SPECIFICATIONS
                              PART 3:        DRAWINGS

                      B.      Part 1: Contains the required Bid Proposal Forms to be used in the.
                              submission of cost for the project. It also includes other information relative
                              to the preparation and submission of a bid, bonding and gen(@ral conditions.

                      C.      Part 2: Specifications - 2 Divisions

                              DIVISION ONE: GENERAL REQUIREMENTS

                              1      The General Requirements cover matters generally applicable to more
                                     than one phase of the work and shall supersede any inconsistent
                                     provisions contained in the General Specifications.












             SVM-8801                                                                               01010-2
             Mt. Elliott Park


                            DIVISION TWO: TECHNICAL SPECIFICATION

                            1 .    The technical specifications are sub-divided into sections
                                   corresponding to a particular aspect of the Work. It is not the intent
                                   nor shall it be so construed that work included in any one Section be
                                   performed by a particular trade or subcontract. Likewise, the work
                                   to be performed by a particular trade is not necessarily restricted to
                                   that of any one Section. Any item mentioned under any heading
                                   must be supplied though it is not called for again'Under the heading
                                   for that respective work.

                            2.     Specific requirements stated in the various sections as though
                                   applicable to a single item or one unit of work shall also apply to all
                                   additional items or units or work required by the Contract Documents,
                                   and shall not be interpreted as designating that only a single item or
                                   unit is required.

                            3.     Where reference is made in the Technical Specifications to
                                   publications, such as specifications or standards of a technical
                                   society, trade association or governmental agencies, it is understood
                                   and agreed that such publications are a part of the Technical
                                   Specifications, to the extent indicated by the specific references there
                                   to, though not contained within these documents. The abbreviations
                                   used in the technical specifications, for these publications, are
                                   contained in part of this Section 01010, Summary of Work.

                            4.     A copy of each referenced publication is on file in the Architect's
                                   office and is available for inspection by the Contractor. However, it
                                   is assumed that a contractor, experienced in the type of work
                                   involved, will have his own source of access to the referenced
                                   publications.

                            5.     The contract shall comply with all rules, regulations, orders, etc., of
                                   any governmental agencies applicable to the work under this
                                   contract. The Contractor shall cooperate with the Owner in promptly
                                   furnishing any information required by such agencies. It shall be an
                                   obligation of the Contractor to keep himself informed of governmental
                                   rules, regulations, orders, etc., which are applicable to his work. The
                                   Contractor he may enter into.

                     D.     Part 3: Drawings under a seperate cover titled "Mt Elliott Park Seawall
                            Phase I"













            SVM-8801                                                                            01010-3
            Mt. Elliott. Park



            1.3 CONTRACT

                   A.      Contract Award, if made is for a bid category(s) in accordance with the
                           plans and specifications. Award will be based upon the most qualified bid,
                           proposed in the best interest of the Owner.
            1.4 WORK BY OTHERS

                   A.      The following items are not included in this Contract:

                           Items marked "by others", "N.I.C." "Void", in the Specifications or on the
                           Drawings.

            1.5 FUTURE WORK

                   A.      The Contractor should understand that "Phase Two" construction of Mt.
                           Elliott Park is anticipated to follow the "Phase One" work described within
                           these Specifications. Consequently, the "Phase One* Contraotors shall fully
                           cooperate with all future Contractors to properly coordinate the construction
                           of all phases of work. All work schedules shall be discussed with the
                           Architect and Owner. These schedules shall account for this necessary
                           coordination and all completion dates maintained.

            1.6 WORK SEQUENCE

                   A.      The Contractor shall have constructed all work in this contract, to the
                           satisfaction of the Owner and Architect, by November 29, 1991.

            1.7    CONTRACTOR'S AND SUBCONTRACTOR'S USE OF PREMISES

                   A.      The Contractor shall not be permitted to store any vehicles, equipment or
                           materials on adjacent properties.

                   B.      The Contractor shall not be permitted to occupy or utilize the facilities of
                           adjacent buildings.

            1.8 PARTIAL OWNER OCCUPANCY

                   A.      The Owner's authorized Representative shall be*permitted to occupy the
                           entire site throughout the course of construction, expect those areas which
                           are determined unsafe by Owner, Architect and Contractor.












             SVM-8801                                                                          01010-4
             .Mt. Elliott, Park



             1.9    FIELD ENGINEERING

                    A.     The Contractor shall verify at his/tier cost, utilizing the services of a
                           registered surveyor, all existing conditions in the field and report any
                           discrepancies between the Drawings and field conditions to the Architect
                           prior to beginning any work.

             1.10 COORDINATION


                    A.     The Contractor shall insure that himself, subcontractors and trades are
                           carefully coordinated to insure that Part 1.6, Work Sequence is properly
                           executed by the mandatory deadline.

                    B.     The Contractor shall cooperate fullywith the Architect, Owner, employees
                           of either and other contractors executing work within this project area for
                           prior work phases.

             1.11 HOURS OF WORK


                    A.     The Contractor shall execute the work during the normal daylight hours of
                           any week day, providing that he so conducts his operations as not to create
                           a public nuisance or disturb the peace. However, should the Contractor be
                           stopped by order of public authority from working at such times that are
                           contrary to or in violation of any law, ordinance, permit or license, that
                           Contractor shall be entitled to an extension of time due to such stoppage.

                    B.     At the beginning of the work, the Contractor shall notify the Architect in
                           writing the days and hours thereof which shall be considered a normal work
                           week or normal daily work hours, he shall notify the Architect at least 24
                           hours in advance of the contemplated change and make arrangements to
                           have required inspectors assigned to the work.

                    C.     In an emergency, requiring work to be performed outside the normal
                           working hours of the normal work week schedule to save or protect life or
                           property, the requirements of the 24 hour notification will be waived. The
                           Contractor determines that an emergency exists necessitating the change
                           in or extension of the normal hours of work. However, the Contractor's
                           determination of the existence of the emergency- is subject to review and
                           discretion of the Architect and Owner.

                    D.     The normal work week schedule and/or daily hours of work shall be altered
                           at such times as directed by the Architect when, in his judgement such
                           alteration is necessary to maintain the required progress of the work.













            SVM-8801                                                                                 01010-5
            Mt. Elliott Park


            1.12 MATERIALS AND EQUIPMENT

                     A.     The Contractor shall bring to the site the proper materials, equipment and
                            tools of adequate capacity to execute the work properly and within the
                            scheduled period of time. All equipment and materials shall be to the
                            approval of the Architect. Any equipment or methods unacceptable to the
                            Architect, shall be changed until acceptable at no additional cost the Owner.
                            All materials shall be stored off site and the Contractor shall be responsible
                            for storage, climatic protection, vandalism, safe transportation and handling
                            in accordance wfth industry standards.

                     B.     Should any Contractor desire after the Award of the Contract to substitute
                            another material or item of equipment for one or more specified by name,
                            he-shall make a request for such substftutkm in writing, stating the benefit
                            to the Owner, the credft or extra involved and shall provide all required
                            supporting data and samples.

                     C.     If a substitution requires changes in the work of other trades or Contractors,
                            redesign, or other substantial changes in the Contract Documents, the
                            Contractor proposing the substitution shall pay any additional costs thereby
                            incurred. The Architect and Owner must approve all substituted material in
                            wrfting.

                     D.     After Award of the Contract, no substitutions of any material listed in the
                            Contract Document or Proposal will be permitted if the request is based on
                            delivery dates, test requirements, or other causes, unless the Bidder proves
                            that the original material was ordered or schedtAed for tests within 30 days
                            after the Contract was let and due to unforeseen circumstances cannot be
                            delivered at the promised time or tested in accordance wfth the
                            specifications without materially delaying work.

                     E.     The Contract is based on the standards of equality established in the
                            Contract Documents. All products proposed for use shall require approval
                            of the Architect before being incorporated into the work. Do not substitute
                            materials, equipment or methods unless such substitutiohs have been
                            specifically approved.

                     F.     Where the phrase "or equal" or "equal as approved by the Architect" occurs
                            in the Contract Documents, do not assume that materials, equipment or
                            methods will be approved as equal unless the ftem has been specifically
                            approved for the work by the Architect in writing.

                     G.     Contractor shall within 2 weeks after receiving a "notice to proceed" supply
                            Architect with a complete list of all material, manufacturers and suppliers to
                            the Archftect for his approval. All substitutions requested shall be identified
                            upon this list.












             SVM-8801                                                                             01010-6
             Mt. Elliott. Park


             1.13 SOIL EROSION AND SEDIMENTATION CONTROL

                    A.     The Contractor shall execute all construction work carefully to prevent soil
                           erosion and control soil sedimentation. The Contractor shall follow all State
                           and Local requirements. Specifically, the requirements of the State of
                           Michigan's Soil Erosion and Sedimentation Control Law of 1972,
                           Implementing Act 347, as amended, and those measures contained within
                           these Specifications. The Architect and soil erosion control agent may
                           require additional preventative measures. The City of Detroit Recreation
                           Department shall act as the soil erosion and sedimentation control agent.
                           The Contractor shall, at his cost, secure a permit from control agent.
                           (Although there is no fee for permit).

             1.14 PERMITS

                    A.     The Contractor is responsible and shall obtain and pay any associated cost
                           for securing all required permits for the work, and any applicable inspection
                           costs by all necessary municipal inspectors.

             1.15 APPLICABLE STANDARDS

                    A.     Where materials or workmanship are required by these Contract Documents
                           to meet or exceed the. specifically named code or standard, it is the
                           Contractor's responsibility to provide materials and workmanship which meet
                           or exceed the specifically named code or standard.

                    B.     It is also the Contractor's responsibility, when so required by the Contract
                           Documents or by written request from the Architect, to deliver to the
                           kchitect all required proof that the materials or workmanship, or both meet
                           or exceed the requirements of the specifically named code or standards.
                           Such proof shall be in the form requested in writing by the Architect and
                           generally will be required to be copies of a certified report of tests
                           conducted by a testing agency approved for the purpose by the Architect.

                    C.     Familiarity with pertinent codes and standards: In procuring all items used
                           in this Work, it is the Contractor's responsibility to verify that the items
                           procured for use in this Work meetor exceed the specified requirements.

                    D.     Rejection of non-complying items:    The Architect reserves the right to reject
                           items incorporated into the Work which fail to meet the specified minimum
                           requirements. The Architect further reserves the right and without prejudice
                           to other recourse the Architect may, take, to accept non-complying items
                           subject to an adjustment in the Contract Amount as approved by the
                           Architect and the Owner.














           SVM-8801                                                                            01010-7
           Mt. Elliott. Park

                   E.     Applicable Standards: Throughout the Contract Documents, reterwce is
                          made to codes and standards which establish qualities and t7pes of
                          workmanship and materials and which establish methods for testing and
                          reporting on the pertinent characteristics. Where materials or workmanship
                          are required by these Co6tract.       Documents to meet or exceed the
                          specifically named code or standard, it is the Contractor's responsibility to
                          provide materials and workmanship which meet or exceed the specifically
                          named code or standard.

                          Applicable standards listed in these Specifications include, but are not
                          necessarily limited to, standards promulgated by the following agencies and
                          organizations:

                          AIA           American Institute of Architects
                          ACI           American Concrete Institute
                          ASTM          American Society of Testing Materials
                          CS1           Construction Specifications Institute
                          COE           Corps of Engineers
                          DWSD          Detroit Water and Sewerage Department
                          FS            Federal Specifications
                          MDOT          Michigan Department of Transportation
                          NEC           National Electric Code
                          NEMA          National Electric Manufacturers Association
                          NFPA          'National Fire Protection Association
                          UL            Underwriter's Laboratory
                          OSHA          Occupational Safety and Health Act
                          PCI           Precast Concrete Institute


            1.16   DEFINITIONS


                   In interpreting these specifications or any referenced publication, terms such as
                   "Purchaser" or Owner shall be understood and mean the Detroit Recreation
                   Department; the "Manufacturer" or "Supplier", shall mean the Contractor; The
                   "Contractor" is a person or identity identified in the agreement between the Owner
                   and the Contractor that is contracted by the Owner to complete certain portions
                   of the work required for completion of the project. The terms "Inspector" and
                   "Engineer" shall mean the City Engineer of Detroit, and terms such as "Landscape
                   Architect", or "Architect" shall mean Schervish Vogel Merz, P.C.





                                         END OF SUMMARY OF WORK














            SVM-8801                                                                              01100-1
            Mt. Elliott Park



                                                 SECTION 01100
                                                  ALTERNATES


            PART1:GENERAL


            1.1    DESCRIPTION

                   A.      Work included: To enable the Owner to compare total costs where alternate
                           materials and methods might be used. Alternates are described on the
                           Drawings and in this Section of the Specifications.

            1.2 RELATED WORK DESCRIBED ELSEWHERE


                   A.      Materials and methods to be used in the Base Bid and in the Alternates
                           have been described on the Drawings and in pertinent Sections of these
                           Specifications.

                   B.      Method for stating the proposed Contract Sum and Alternates is described
                           in the Bid Form.


            1.3    SUBMITTAL

                   A.      All Alternatives described in this Section are required to be reflected to the
                           Bid Form as submitted by Bidders. However, do not submit alternatives
                           other than as described in this Section, except as provided for "substitutions"
                           under the General Condftions.


            1.4    PRODUCT HANDUNG

                   A.      If the Owner elects to proceed on the basis of one or more of the described
                           afternatives, make all modifications to the work required in furnishing and
                           installing the selected alternative or alternative to the approval of the
                           Architect and at no additional cost to the Owner other than proposed on the
                           Bid Form.

                   B.      The Owner reserves all rights to accept or reject any or all Alternate
                           Proposals and- in any combination.

                   C.      Alternate Proposal Bids submitted shall include price differential from all
                           trades involved in both Base Bid and Alternate Bid construction.

                   D.      Alternate Proposals schedule, are part of the Bidding Documents and will
                           be considered in awarding of the contracts.











             SVM-8801                                                                            01100-2
             Mt. Elliott. Park


                    E.     Refer to applicable specification sections and to applicable drawiags for
                           specific requirements of the work, regardless of whether references are so
                           noted in description of eachJklternate Proposal.

                    F.     Coordinate pertinent related work and modify surrounding work as required
                           to properly integrate the work under each Alternate Proposal, and to provide
                           the complete construction required by Contract Documents.

             PART 2: PRODUCTS

             The Owner reserves the right to accept any part of the following alternates as a separate
             addition to the scope and cost of work.

             2.1    ALTERNATE NO. 1


                    Part A
                    Add concrete/steel spandrel edge along existing out    *flow not including handrail as
                    shown on Sheet L5 and Detail 10 on Sheet S2. Add all concrete work on outflow
                    and adjust eyisting catch basin. Base bid price shall reflect no work in this area.

                    Part B
                    Add 3 square and 38 round concrete bollards as shown on Sheet 1-5, L6 and Detail
                    7, Sheet U. Base bid price shall not include bollards.

                    Part C
                    Add all 6" thick walkways as shown on Sheet 1-5, L6 and Detail 1 on Sheet 1-7.
                    Base bid shall include installation of slag walkway and concrete flatwork on steel
                    framework.


             2.2    ALTERNATE NO. 2

                    Add all work in the above alternate number one, including all parts.

             2.3    ALTERNATE NO. 3


                    Part A
                    Add 312 If round handrail (4N nominal diameter) and painting as shown on Sheet
                    1-5, L6 and Details 3on Sheet U. Base bid to include all sleeves per Detail 3 on
                    Sheet U, cover holes with weatherproof tape. Base bid price shall include 3"
                    nominal diameter handrails (round).













             SVM-8801                                                                            01100-3
             Mt. Elliott Park




             Part B
                    Place 116 If square handrail (4"x4" riominal size) (Detail 4, Sheet 1-7) in place of
                    116 If of 312 If total round handrails in alternate number 3, square handrails shall
                    be located at the west end of the park on the outflow to connection of the
                    curvilinear walkway. Remaining + 195 handrails shall be round (3-1/2" nominal
                    diameter). Base bid to inrhirip. qll sleeves per Detail 3 on Sheet 1-7; cover holes
                    with weatherproof tape. Base bid price shall include 3" nominal diameter handrails
                    (round).

             2.4    ALTERNATE NO. 4

                    The Contractor, if he so desires, shall submit with his bid a written description of
                    an alternate method of installing the driven pilings. The intent of offering this
                    alternate is to reduce construction cost. The contractors proposed alternative
                    system must be capable of accommodating equal or greater design loads than
                    those specified in the contract documents.
                    Proposed alternates may consider such construction methods as predrilling
                    through the concrete rubble and then installing a lighter pile.

                    This proposed driven pile alternate together with all other construction costs must
                    be reviewed and approved by the client, architect and engineer. The Contractor
                    shall not assume that their proposed alternate is acceptable until this approval
                    occurs and they are the Contractor selected to execute the work.

                    The contract shall enter the amount to be deducted from his base bid, if his
                    proposed alternate is approved, on the bid form to be submitted with his bid. THE
                    CONTRACT MUST NOT INCLUDE THIS COST SAVINGS IN HIS BASE BID
                    AMOUNT.



                                              END OF ALTERNATES












           S.VM-8801                                                                 01200-1
           Mt. Elliott  Park



                                           SECTION 01200
                                        PROJECT MEETINGS


           PART1: GENERAL:


           1.1   DESCRIPTION:

                 A.    In general the work under this Section includes the following items:

                       1.    Preconstruction Meeting.

                       2.    Project Meetings.

                       3.    Job Site Administration.


           1.2 RELATED WORK SPECIFIED ELSEWHERE:

                 A.    The Contractor's relations with his Subcontractors and suppliers are the
                       Contractor's responsibility and are not part of this Section 01200.

           1.3   QUALITY ASSURANCE:

                 A.    Person designated by the contractor to attend and participate in the project
                       meetings shall have all required authority to commit the Contractor to
                       solutions agreed upon in the project meetings.

           1.4   SUBMITTALS:

                 A.    Minutes: The contractor will compile minutes of each projec@ meeting as
                       required and distribute copies to all parties involved.

           PART 2: PRODUCTS:


           2.1 AGENDA AND MINUTES:

                 A.    The Contractor will produce typed agendas and meeting minutes on 8 1/2"
                       X 11" size paper. Agendas shall be distributed by the Contractor to
                       Architect, Owner, Subcontractors and all in meeting attendance within 5
                       days of the meeting date.

           PART 3: EXECUTION:


           3.1   PRECONSTRUCTION MEETING:

                 A.    Prior to issuing a *Notice To Proceed" a preconstruction meeting will be












             SVM-8801                                                                        01200-2
             .Mt. Elliott Park


                           held. The Contractor and all major Subcontractors shall attend and be
                           prepared to discuss the following minim6m agenda:

                           1.    Organizational arrangement of Contractor's forces and personnel and
                                 those of Subcontractors, material supplies and Architect.

                           2.    Channels and procedures for communications.

                           3.    Construction schedule including sequence of critical work.

                           4.    Contract Documents including distribution of required copies of
                                 original Documents and revisions.

                           5.    Processing of Shop Drawings and other data submitted to the
                                 Architect for review.

                           6.    Process of field decisions and Change Orders.

                           7.    Rules and regulations governing performance of the work.

                           8.    Procedures for safety, first aid, security, quality control, housekeeping
                                 and other related matters.

                           9.    Application for payment, payment forms and processing.

             3.1    PROJECT MEETINGS:

                   A.      Project meetings will be held weekly, on site in the job trailer (unless
                           otherwise directed by the Archftect or Owner) at least once a week. The
                           Contractor shall coordinate a mutually acceptable time between the Owner,
                           Architect and himself for each weekly project meeting.

                    B.     To the maximum extent practicable, the same person or. persons shall
                           represent the Contractor at project meetings throughout progress of the
                           work. Subcontractors, materials Suppliers and others shall attend those
                           project meetings in which their aspects of the work are involved. The
                           Contractor and all others attending shall be prepared to discuss the
                           following minimum agenda:

                           1 .   Review, revise as necessary and approve minutes of previous
                                 meeting.

                           2.    Review progress of the work since last meeting, including status of
                                 submittals for approval.












           SVM-8801                                                                  01200-3
           Mt. Elliott Park


                        3.    Identify problems which impede planned progress.

                        4.    Corrective measures and procedures to regain planned schedule.

                        5.    Review applications for payment.

                        6.    Complete other current business.

           3.2 JOB SITE ADMINISTRATION:

                 A.     Each Contractor shall employ the same individual as a contact person for
                        the entire length of their contract.



                                    END OF PROJECT MEETINGS













             SVM-8801                                                                                      01300-1
             Mt. Elliott. Park



                                                       SECTION 01300
                                                        SUBMITTALS


             PART11: GENERAL


             1.1      DESCRIPTION:

                      A.      In general, the work under this Section includes, but is not limited to the
                              submission of the following:

                              1.     Samples and manufacturer's material information.

                              2.     Construction schedule.

                              3.     Testing results of field work or conditions as required in each Section.

                      B.      Whenever possible throughout the Contract Documents, the minimum
                              acceptable quality of workmanship and materials has been defined by the
                              manufacturer's name and catalog number, reference to industry or
                              governmental standards, or description of required attributes and
                              performance.

                      C.      To ensure that the specified products are furnished and installed in
                              accordance with the design intent, the Contractor shall submit the various
                              product samples, catalog cuts, descriptive literature and required drawings
                              as called for in this article, the specification sections and on the Drawings.

                      D.      The Contractor shall make all required submidalsi, revise and resubmit as
                              necessary to estabrish compliance with these specffimtions. Enough copies
                              shall be submitted to allow the Architect and Owner to retain a minimum of
                              four copies of each submittal indicating the specification section, submittal
                              number, subcontractor or supplier name and a brief description. Submittals
                              shall be made to the office of the Architect.


              1.2 QUALITY ASSURANCE:


                      A.      Certificates:

                              When stipulated in the Technical Specifications or required by the Architect
                              a certificate shall be submitted to the Architect in trip1licate, attesting that the
                              materials, equipment or accessory submitted complies with the contract
                              requirements. The certificate shall include the following information:

                              1 .     Name and brand of the product, name of the manufacturer, location
                                      of the plant.












              SVM-8801                                                                               01300-2
              @Mt. Elliott Park




                             2.     If the statement originates with the producer, the Contractor shall
                                    endorse all claims and submft the statement in his own name. The
                                    Contractor shall also -guarantee that all materials furnished for use
                                    under the contract will be in compliance with the samples and
                                    certificates.

                             3.     An outline giving the chemical and physical properties of the material
                                    represented by the sample submitted and giving the name of the
                                    testing laboratory which made the test, and the dates of the test.
                                    This information may be omitted in the case of materials required to
                                    conform to Federal Specifications of ASTM Standards, provided a
                                    certified statement by an acceptable testing laboratory is furnished
                                    in lieu thereof.


                     B.      Tests:


                             Tests  will be made by such methods and in such numbers as the City
                             Engineering Inspector shall determine to be adequate and equitable.
                             Whenever materials are required to conform to Federal Specifications or
                             ASTM Standards, and such specifications are accepted as establishing the
                             technical qualities and testing methods, they shall not necessarily govern the
                             number of tests required to be made. The Architect may require laboratory
                             tests on samples submitted or may approve materials on the basis of data
                             submitted in certificates wfth the samples.

                             If the tests of the samples submitted indicate that the proposed material will
                             not conform to the contract requirementsthe Architect will notify the
                             Contractor that the proposed material is unaccepted and rejected.
                             Contractor shall be responsible to pay all cost associated with a submittal
                             which he has represented as conforming to the Specifications; only if the
                             submittal tested fails.


                     C.      Field Check Test:

                             After actual deliveries of materials to the site, the City Engineering Inspector
                             will make such check tests as they,deem necessary to ensure compliance
                             with the materials delivered or used with the contract requirements. The
                             Engineer or Architect may reject such materials for cause even though such
                             materials have previously been given general approval. If materials which
                             fail to meet field check tests have been incorporated in the work, the City
                             Engineering Inspector and/or Architect shall have the authority to require
                             their removal and replacement with proper materials conforming to the
                             contract requirements.














             SVM-8801                                                                             01300-3
             Mt. Elliott Park



             1.3 RELATED WORK DESCRIBED ELSEWHERE:

                    A.      Individual requirements for -submittals are described in pertinent other
                            Sections of these Specifications.

             1.4    CERTIFICATES OF COMPLIANCE:

                    Architect's Approval:

                    Approval by the Architect shall be general only and shall not constitute a waiver of
                    the ArchRect's right to demand full compliance with the contract requirements.
                    When a material has been approved, no change in brand or make will be permitted
                    unless:

                    1 .     The manufacturer cannot make satisfactory delivery; or

                    2.      The material as delivered fails to comply with the contract requirements.

             PART 2:    PRODUCTS


             2.1 SUBMITTAL SCHEDULE:

                    A.      A Submittal Schedule in the form of a material status report shall be
                            submitted to the Architect within three (3) weeks, twenty-one (21) days of
                            contract award indicating submittal date(s) and expected fabrication and
                            delivery dates to job site. The material status report shall be kept current
                            and updated every two (2) weeks during the early stages of the contract
                            submittal period, then as required thereafter.

                    B.      Samples and Manufacturer's Material Information:

                            Submit all samples and information for all materials required for installation
                            per these specifications other than those materials furnished by Owner;
                            procedure of each submittal will be approved by the Architect.

                    C.      Construction Schedule:

                            Within ten days of Contract Award and prior to th6 preconstruction meeting,
                            the Contractor shall submit a preliminary construction Progress Schedule.
                            Upon review by the Architect and Owner the Contractor shall make any
                            revisions deemed necessary and resubmit it to the Architect for final
                            approval.











              SVM-8801                                                                            013W-4
             .Mt. Elliott Park






                            The construction schedule shall reflect the following requirements:

                            1 .    The anticipated date of commencement and completion of the various
                                   -@Mrnt;nnc tn ho performed under the Contract. Including submission
                                    f- -11-1 - - - -
                                   of shop drawings and other information requiring approval by the
                                   Architect which significantly affects the construction schedule.

                            2.     The sequence and inter-relationship of all work and, when app@licable,
                                   with those of other related contract, and;

                            3.     The estimated time required for fabrication and/or delivery of
                                   materials and equipment required for the work.

             2.2 CONSTRUCTION* SCHEDULE:

                     A.     The construction schedule shall reflect the requirements of Section 01010
                            Summary of Work, Part 1. 11, Hours of Work.

                     B.     The Schedule, once accepted as satisfactory by all parties concerned, shall
                            be strictly adhered to by the Contractor, unless:

                            1 .    The time allowed for completion is extended by the Owner.

                            2.     Extra work was ordered by the Owner, which is not included in the
                                   original Scope of Work.

                            3.     In the judgement of Owner, the work to be performed will not be
                                   started or completed per the accepted schedule.

              PART 3: EXECUTION

                     A.     All submittals shall be schedule to allow at least ten (10) working days for
                            the Review Process by the Architect and Owner.

                     B.     Review by the Architect shall not be construed as a complete check, but
                            only that the general method of construction and detailing is satisfactory.
                            Review shall not relieve the Contractor from responsibility for errors which
                            may exist.

                     C.     Authority to Proceed:

                            Only the notations on the Architect's Shop Drawings stamped "Approved"












           SVM-8801                                                                          01300-5
           Mt. Elliott-Park


                         indicated by Architect.    If the submittal is noted as "Resabr7it with
                         Corrections" the Contractor shall resubmif the submittal with the necessary
                         corrections for review. If submittal is noted as Disapproved" the Contractor
                         shall resubmit.







                                            END OF SUBMITTALS












            SVM-8801                                                                             01500-1
            Mt. Elliott Park



                                                  SECTION 01500
                          TEMPORARY FACILITIES AND TEMPORARY CONTROLS


             PART1: GENERAL


             1.1    DESCRIPTION:

                    A.      In general, the work under this Section includes the following items:

                            1.     Temporary utilities such as heat, water, electricity, telephone and
                                   facsimile machine.


                            2.     Field offices and sheds.

                            3.     Sanitary facilities.

                            4.     Construction aids.

                            5.     Fencing of the construction area.

                            6.     Haul roads.


                            7.     Soil Erosion Control Devices.

             1..2 RELATED WORK DESCRIBED ELSEWHERE:

                    A.      Except that all equipment furnished by subcontractors shall comply with all
                            requirements of pertinent safety regulations, the ladders, planks, hoists and
                            similar Rems normally fumished by the individual trades in execution of their
                            own portions of the work are not part of this Section.

                    B.      Permanent installation and hook-up of the various utility lines are described
                            in the pertinent other Sections of these specifications.

             1.3    PRODUCT HANDLING:

                    A.      Use all means necessary to maintain temporary facilities and controls in
                            proper and safe condition throughout progress of the work.

             1.4 JOB CONDITIONS:

                    A.      Make all required connections to existing utility systems with minimum
                            disruption to services in the existing utility systems. when disruption of the
                            existing service is required, do not proceed without the Architect's approval
                            and when required, provide alternate temporary service.












               SVM-8801                                                                               01500-2
              .Mt. Elliott Park


                      B.      Utility services to the existing park site and buildings must ren-rain fully
                              operational at all times.

               PART 2:    PRODUCTS


               2.1    GENERAL:

                      A.      All temporary facilities shall be subject to the Architect's approval.

               2.2    UTILITIES:


                      A.      Water

                              1.     Furnish and install all necessary temporary water lines and water
                                     supply and upon completion of the work, remove all such temporary
                                     facilities.


                              2.     The Owner will furnish all water needed for construction at no cost
                                     to the Contractor.

                      B.      Electricity

                              1.     Furnish and'install all necessary temporary wiring and upon
                                     completion of the work, remove all such temporary facility.

                      C.      Telephone

                              1.     Make all necessary arrangements and pay aH costs for operation and
                                     installation of a permanent telephone service to the Contractor's office
                                     at the sfte.

                      D.      Utilities for Testing

                              1 .    Normal quantities of utilities required to make final tests of completely
                                     installed permanent systems will be furnished at no cost to the
                                     Contractor.


               2.3 FIELD OFFICES AND SHEDS:

                      A.      The Owner shall approve all locations.

                      B.      Provide a field office trailer adequate in size and accommodation for all
                              Contractors's offices, supply and storage.













               SVM-8801                                                                                 01500-3
               Mt. Elliott Park


                      C.      Within the Contractor's facilities, provide enclosed heated              and air
                              conditioned space adequate for holding weekly project meetings. Furnish
                              with all required tables, chaiFs and utilities.

               2.4 SANITARY FACILITIES

                      A.      The Owner shall approve all locations.

                      B.      Provide temporary sanitary facilities in the quantity required, for use of all
                              personnel. Maintain in a sanitary condition at all times.

               2.5 CONSTRUCTION AIDS

                      A.      Furnish, install and maintain for the duration of construction all required
                              scaffolds, tarpaulins, barricades, canopies, warning signs, steps, bridges,
                              platforms and other temporary construction necessary for proper completion
                              of the work in compliance with all safety and other regulations.

               2.6 FENCING OF THE CONSTRUCTION AREA

                      A.      Furnish and install a temporary fence located on property lines, length as
                              required to secure work area of site. Gates to be installed at haul road
                              entry. Exact alignment to be approved by Architect and Owner.

               2.7    HAUL ROADS

                      A.      Provide and maintain all required access to the work from paved areas and
                              other routes, in strict accordance with all regulabons governing the
                              Contractor's use of the site,


                      B.      The location and construction of all haul roads shall be discussed with the
                              Architect and Owner prior to construction.

               2.8    MATERIAL STORAGE AREA

                      A.      The Contractor is to provide an area for the neat and orderly storage of
                              materials not -installed. Location to be approved by Architect.

               2.9 SOIL EROSION CONTROL DEVICES

                      A.      The Contractor is to provide necessary soil erosion and sedimentation
                              control devices to complete the project in strict accordance with all
                              regulations governing the site.














              SVM-8801                                                                                 01500-4
              Mt. Elliott Park



              PART 3: EXECUTION


              3.1 GENERAL

                      A.      The Contractor shall be responsible for any damage resulting from the
                              installation of the temporary facilities and shall repair any and all damage,
                              to the satisfaction of the Architect and Owner, at no additional cost to the
                              Owner.

                      B.      Maintain all temporary facilities and controls as long as needed for the safe
                              and proper completion of the work. Remove all such temporary facilities
                              and controls as rapidly as progress of the work will permit or as directed be
                              the Architect and restore the site to its original condition.

                      C.      The Contractor shal-I be responsible for all costs associated with the
                              installation and maintenance of all temporary facilities.

                      D.      The Contractor shall be responsible for maintaining the full operation of all
                              existing utilities. Furthermore, he shall clean out, to the extent necessary,
                              all existing utility lines within the project boundaries, to insure full operation
                              during and after project completion.

                      E.      The Contractor shall be responsible for all costs associated with the
                              installation of all temporary facilities.

                      F.      The Contractor shall be responsible for maintaining the full operation all
                              eyisting utilities. Furthermore, he shall clean out, to the extent necessary,
                              all existing utflity lines to insure full operation during and after project
                              completion.

                      G.      Installation of soil erosion control devices.



                        END OF TEMPORARY FACILITIES AND TEMPORARY CONTROLS













              SVM-8801                                                                                01533-1
              Mt. Elliott Park



                                                    SECTION 01533
                                          TREE AND PLANT PROTECTION


              PART11:GENERAL


              1.1     DESCRIPTION

                      A.     Provide protection of existing vegetation and other landscape features
                             scheduled to remain.


              1.2 WARRANTY

                      A.     Warranty existing vegetation and site topography against damage until final
                             acceptance of the Project Repair any damage which, in the opinion of the
                             Landscape Architect, can be satisfactorily corrected. Replace any damaged
                             plant material which partially dies within the duration of the contract, thereby
                             damaging shape, size or symmetry. Warranty replacement plants for one
                             year after final acceptance of the Project.

              1.3 DEFINITIONS

                      A.     Vegetation: Any existing tree, shrub, ground cover, flowers or grass
                             scheduled to remain which presently occurs on the site.

                      B.     Drip Line: The point where the foliage cover concentrates rain water on the
                             ground. This line follows the general configuration of the outer most edge
                             of a tree or shrub formed by its leaves and branches.

                      C.     Barrier A fence kistalled as a temporary divide for the purpose of preventing
                             unauthorized access during the full period of construction.

                      D.     Disturbance/Damage: Physical or visual change to the site or the vegetation
                             which, in the opinion of the Landscape Architect and Owner, is detrimental
                             to the vegetation being protected. Such disturbance may be caused by
                             equipment, material or personnel.

                      E.     Violation: Damage caused by a construction, delivery, or transportation
                             vehicle, through construction material storage or usage and through solid
                             or liquid debris or disposal shall be considered a Violation. The Owner's
                             Representative will convey the observed violation within 7 days of violation.
                             The written notice shall include the date, the approximate time, the general
                             location and type of violation.












              SVM-8801                                                                                  01533-2
              Mt. Elliott Park



              PART 2: PRODUCTS


              2.1 FENCING

                     A.       Galvanized field/stock fence, 12.5 gauge, 38 inch height or"Tynar" fence.

              2.2 POST

                     A.       Studded steel 'T' post - 6 feet long with wire dips.

              PART 3: EXECUTION


              3.1 PROTECTION

                     A.       Protect all individual or groups of trees to be saved by erecting fencing
                              around each tree or group of trees. Install and maintain the fencing at the
                              tree drip line. The fencing shall remain in place until removal is approved
                              by Landscape Architect.

                     B.       Protect all large areas of vegetation to be saved by erecting a barrier in the
                              location indicated and approved in the field by the Landscape Architect.

              3.2 FENCING

                     A.       Post: Set post plumb, 18 inches minimum deep spaced maximum 6 feet on
                              center and at each corner.

                     B.       Fencing: Pull fencing taut to prevent sagging and secure to post with wire
                              clips.

              3.3 MAINTENANCE

                     A.       Maintain fencing in a newly installed condition until the removal is approved
                              by the Architect.



                                     END OF TREES AND PLANT PROTECTION













             SVM-8801                                                                           01700-1
             Mt. Elliott Park



                                                 SECTION 01700
                                              PROJECT CLOSEOUT


             PARTII: GENERA


             1.1    DESCRIPTION:

                    A.     In general the work under this Section includes the following items:

                           1.     Project clean-up.

                           2.     Guarantees and warranties.

                           3.     Operations and warranties.

                           4.     As Built drawings.

                           5.     Spare parts.

             1.2 RELATED WORK MATERIALS AND EQUIPMENT:

                    A.     All sections that require spare parts as a condition of the contract.

             PART 2: PRODUCTS


             2.1 CLEANING MATERIALS AND EQUIPMENT:

                    A.     Provide all required personnel, equipment and materials needed to maintain
                           the specified standard of cleanliness. Use only materials and equipment
                           which are compatible wfth the surface being cleaned as recommended by
                           the manufacturer of the material or as approved by the Architect.

             2.2 GUARANTEES AND WARRANTIES:

                    A.     The Contractor shall also, once the work has been completed and the work
                           in its totality accepted by all parties, forward a general guarantee for the
                           project for a. one year period commencing on the date of the final
                           acceptance for the project by the Owner.

                    B.     Subcontractor's guarantees, equipment and material warranties shall also
                           be included as part of the guarantee submittal for the time length pertaining
                           to each Section of the work.












              SVM-8801                                                                            01700-2
             .Mt. Elliott Park



              2.3 OPERATION AND MAINTENANCE DATA:


                     A.     The Contractor shall obtain from the various subtrade contractors various
                            operation and maintenance -data, replacement parts lists and maintenance
                            schedule requirements, bound into a 3-ring notebook. Three sets shall be
                            turned over to the Architect prior to request for final payment.

                     B.     Data shall be inclusive of the entire system.

              2.4 AS BUILT DRAWINGS:

                     A.     Final record "As Built" drawings shall be neatly prepared on reproducible
                            copies of all the contract drawings by the Contractor and turned over to the
                            Architect. The Architect will provide one paper sepia copy of each original
                            contract drawing to the Contractor for this purpose.

              2.5 SPARE PARTS:

                     A.     The Contractor shall provide all spare parts identified within each individual
                            Section of the Technical Specifications at no additional cost to the Owner.
                            The complete list of spare parts provided shall be submitted and identified
                            within the Operations and Maintenance Manual.

              PART 3: EXECUTION


              3.1    PROJECT CLEAN UP:

                     A.     Project cleaning shall be done periodically so as not to allow the
                            accumulation of scrap, debris, waste materials and other items on the
                            project sfte.

                     B.     In general, the site should be kept in a reasonably neat and orderly
                            condition at all times.

                     C.     Construction shall be cleaned on a daily basis to ensure workman safety.
                            Waste materials shall be deposited in an approved container such as a
                            dumpster in a location acceptable.to the ArchitecL

                     D.     Final cleaning shall be construed to mean a level of cleanliness generally
                            provided by skilled cleaners using commercial quaW, building maintenance
                            equipment and materials.













             SVM-8801                                                                              01700-3
             Mt. Elliott Park


                     E.     Final site cleaning shall consist of sweeping and washing dowin.511 hard
                            surfaced areas including any public roads and sidewalks which show visible
                            signs of dust and debris from construction traffic. All debris shall be
                            removed and disposed of.

                     F.     The Contractor shall schedule final cleaning as approved by Architect to
                            enauie the Owner to accept a complete;'y

             3.2 GUARANTEES AND WARRANTIES:

                     A.     Execute all guarantees and warranties as required under Part 2.2 Products.
                            Enclose all documents within three Operations and Maintenance Data
                            notebooks and submit to Architect.


             3.3 OPERATIONS AND MAINTENANCE DATA:

                     A.     Operation and maintenance manual shall be neatly bound into a looseleaf
                            style notebook with each trade so indexed.

                     B.     Equipment subject to winterization procedures shall be accompanied with
                            both winterization and spring start-up instructions. Additionally, these
                            instructions shall be mounted with a weather proof covering and fully
                            displayed in the mechanical rooms near the appropriate equipment.

                     C.     Contractor(s) shall be responsible for the winterization (s) of this irrigation
                            system(s) if any time during the life of this Contract, freezing conditions
                            could occur and cause damage or improper operation.

             3.4     AS BUILT DRAWINGS

                     A.     Provide as Built Drawings as required under Part 2.4 Products of each
                            individual section; prior to the request for final payment or project to
                            substantial completion.

             3.5     SPARE PARTS

                     A.     Provide all spare parts as required under Part 2.5 Spare Parts of each
                            individual section prior to request for final payment.


                                          END OF PROJECT CLOSE OUT








            GS. 1



                                               GENERAL SPECIFICATIONS

            1.     SPECIFICATIONS

            Specifications are divided into two sections -- General Specifications and Detailed Specifications.
            General Specifications cover matters generally applicable to more than one or all phases of the
            work.

            Detailed Specifications are subdivided into divisions, each division pertaining to a particular phase
            of the work. It is not the intent, nor shall it be so construed, that work included in any one division
            must be performed by a particular. trade or by subcontract. Likewise, the work to be performed by
            a particular trade is not necessarily restricted to that of any one division. Any item mentioned
            under any heading must be supplied even though it is not called for again under the heading for
            the respective work.
            Specific requirements stated in various divisions of the Detailed Specifications as though
            applicable to a single item or one unit of work shall also apply to all additional like items or units
            required by the Contract, and shall not be interpreted as designating that only a single item or one
            unit is required.


            2.     PUBLICATIONS BY REFERENCE

            Where reference is made in the Detailed Specifications to publications, such as specifications or
            standards of a technical society, trade association, governmental agency, and the like, it is
            understood and agreed that such publications are a part of the Detailed Specifications, to the
            extent indicated by the specific references thereto, as though fully repeated therein.

            In interpreting any referenced publication, terms such as "Purchaser", "Owner", etc. shall be
            understood to mean the City of Detroit; terms such as "Manufacturer:, "Supplier",,and the like
            shall mean the Contractor. It is also understood and agreed that the use            of a     referenced
            publication shall not necessarily be restricted to matters which may be named in its title but shall
            be used or applied as set forth in the Detailed Specifications.
            A copy of each referenced publication is on file in the Architect's/ Engineer's Office and is
            available for inspection by the Contractor. However, it is assumed that a Contractor experienced
            in the type of work involved will have his own source of access to the referenced publications.
            In certain divisions of the Detailed Specifications, the publications pertaining to the particular
            division are individually listed in Part I - Scope under the article heading "Referenced
            Specifications" by publisher, full title, basic designation, and specific issue identification.
            Thereafter, each publication, where used, will be referred to only by publisher and basic
            designation. The abbreviation used elsewhere to denote the respective publishers is shown in
            parenthesis following the full name in the listing.

            Where only the publisher's abbreviation and basic code number is used alone with a designated
            material or test method, it shall be understood that such referenced publication establishes the
            requirement to be met, compiled with or followed, as for example:







             GS. 2



                    Materials

                          "Cement - A.S.T.M. C 150, Type I"

                    shall mean and be interpreted as though written -
                    "The cement shall conform to the requirements of A.S.T.M. Specifications for Portland
                    Cement, C 150-65, Type I."

                                                      or

                          "Gas pipe - Fed. Spec. WW-P-406b, Weight A, Class 1"

                    as written -

                    "Gas pipe shall conform to the requirements of Federal Specification Pipe, Steel (Seamless
                    and Welded) (for Ordinary Use), June 26, 1961."

                                                      or

                          "Manhole frames and covers shall be gray iron castings, A.S.T.M. A 48, Class No.
                    3013"


                    as written -

                    "Manhole frames and covers shall be gray iron castings conforming to the requirements of
                    A.S.T.M. Specifications for Gray Iron Castings, A46-64, Class No.. 30B."

                                                      or

                    Test Methods

                          "Aggregate Sampling - A.S.T.M. D 75"

                    shall mean and be interpreted as though written -

                    "The aggregates shall be sampled in accordance with the requirements of A.S.T.M. Method
                    of Sampling Stone, Slag, Gravel, Sand, and Stone Block for Use as Highway Materials,,
                    D75-59."


                                                      or

                          "Painting Materials Testing - Fed. Stand. 141"

                    as though written -

                    "Painting materials shall be inspected and tested in accordance with the requirements of
                    Federal Standard 12 (Change 3), Paint, Varnish, Lacquer, and Materials: Methods of
                    Inspection, Sampling, and Testing, March 18, 1961"








                                                                                                                           GS. 3



                     Procedure

                     "Surfaces of ferrous materials prior to being painted shall be cleaned and prepared - Fed.
                     Spec. TT-C-490"
                     shall mean and be interpreted as though written -

                     "Surfaces of ferrous materials prior to being painted shall be cleaned and prepared in
                     accordance with the requirements of Federal Specification - Cleaning Methods and
                     Pretreatment of Ferrous Surfaces for Organic Coatings, March 30, 1961."

             In certain divisions of the Detailed Specifications, a reference publication may be used alone with
             a designated material or test method even though not previously listed in Part I under
             "Referenced Publications". In such cases, however, the referenced publication will be cited by
             publisher: full title, basic designation, and specific identification. When so used, it is understood
             to have the same meaning as above provided.


             3.      ABBREVIATIONS

                     The following listed letters and abbreviations, while all do not necessarily appear else in
                     this Contract, when used, shall mean and be interpreted as follows:

                     A.N.S.I.                       - American National Standard Institute
                     A.R.E.A.                       - American Railway Engineering Association
                     A.S.C.E.                       - American Society of Civil Engineers
                     A.S.H.R.A.E.                   - American Society of Heating, Refrigerating and
                                                     Air Conditioning Engineers, Inc.
                     A.S.M.E.                       - American Society of Mechanical Engineers
                     A.S.T.M.                       - American Society for Testing and Materials
                     A.W.G.                         - American Wire Gauge
                     A.W.W.A.                       - American Water Works Association
                     I.E.E.E.                       - Institute of Electrical and Electronic Engineers
                     N.E.C.                         - National Electrical Code
                     N.E.M.A.                       - National Electrical Manufacturing Association
                     "Building Code"                - BOCA Basic Building Code - 1078, as amended by
                                                     City of Detroit Ordinance 288-219H, effective
                                                     November 15, 1978.
                     "Plumbing Code"                - BOCA Basic Plumbing Code - 1978, as amended by
                                                     City of Detroit Ordinance 256H and 257H,
                                                     effective June 23, 1978.
                     "Fed. Spec."                   - Federal Specification issued by the Federal
                                                     Supply Service, General Services Administration,
                                                     U.S. Government.
                     M.D.O.T.                       - Michigan Department of Transportation
                     P..L.D.                        - Public Lighting Department







                     GS. 4



              4.     MATERIALS BY REFERENCE

              A material included in more than one division of the Detailed Specifications will, in general, be
              specified in detail in only one of the divisions. In the other divisions the material is specified by
              reference to the section of the division containing the detailed specifications for the same
              material, and such detailed specifications shall be considered as much a part of the other divisions
              as if they were therein repeated in full.


              5.     EQUIPMENT

              It is the intent of the specifications that all equipment be of reliable make and of a design that has
              proven satisfactory through successful use under comparable conditions, and that no experimental
              or untried type of equipment, machinery, or apparatus be furnished.
              All items of equipment of standard design and manufacturer shall be the latest stock catalog
              products of reputable manufacturer, where two or more items of the same kind or type of
              equipment is required, they shall be the products of a single manufacturer.


              6.    INFORMATION BY CONTRACTOR

              Information to be submitted by the Contractor pursuant to Article 10 of the General Conditions,
              relative to materials and equipment which he proposes to furnish and the manner and
              arrangements for incorporating them in the work, shall be submitted as herein prescribed.
              The Architect/Engineer will determine the form in which the various information is to be
              submitted, whether by shop drawings, specifications, lists, cuts, samples, or otherwise. The size,
              general character, or arrangement of the information shall be subject to the Engineer's approval,
              and the Contractor shall confer with the Engineer before commencing its preparation.

              Shop drawings, in general, will be required to show shop and field fabrication, assembly or
              erection, and arrangement of the work. Specifications shall be furnished to supplement the shop
              drawings when, in the judgment of the Engineer, such are required, or when shop drawings are not
              required.

              For such materials, equipment, or arran ements which are standard or stock catalog items, the
              Engineer may waive the require   -------- -fspecial drawings and specifications. In such instances,
              the Contractor shall furnish full informatioA in the way of lists, cuts, samples, or otherwise, which
              the En neer determines as adequate and sufficient to clearly show what the Contractor proposes
                   Zih .
              to fur s

              A.    Checking and Approval by Contractor - All information, including that prepared by others
              for the contractor, before being submitted to the Architect/Engineer shall first be checked and
              approved by the Contractor and evidence of such approval shall be indicated by a stamp of
              approval or other positive means acceptable to the Architect/Engineer. Information submitted
              without such evidence of approval by the Contractor will not be considered and will be returned to
              the Contractor for proper approval.
              The Contractor shall thoroughly check the information as regards measurements, sizes, materials,
              and details for conformity with the detailed Contract requirements. Information found incorrect,
              incomplete, or otherwise in error shall be corrected before submission to the Engineer.








            GS. 5


            B.     First Submission - Information shall first be submitted to the Engineer in duplicate, or, if
            the Contractor prefers, in triplicate. In general, the information shall be submitted in the order in
            which the materials, equipment, or arrangements will be needed on the work, without necessarily
            waiting for the completion of all information before submitting part of it for approval. However,
            as far as practicable, - all information of any particular or related parts of the work shall be
            submitted at the same time so that the Engineer may intelligently judge the acceptability of the
            proposed materials, equipment, or arrangements. The Engineer shall have the           right to decline to
            check any information which, in his opinion, must be judged in conjunction with related
            information until such related information has been submitted.
            If any of the information is in variance with the detailed Contract requirements because of
            standard shop practice or other reason, the Contractor shall make specific mention of and give the
            reasons for such variation in his letter of transmittal in order that, if acceptable, suitable action
            may be taken for proper adjustment; otherwise the Contractor will not be relieved of his
            responsibility for executing the work in strict accordance with the detailed Contract requirements
            even though the information has been approved by the Engineer. It shall not be implied or
            interpreted that the provision of this paragraph permits or invites general variance from the
            detailed requirements of the Contract.

            C.     Enineer's Check - The Engineer will check the information submitted for compliance with
            the Contract requirements. If the information is found to meet the Contract requirements, the
            Engineer will so notify the Contractor and advise as to the number of additional copies of the
            information that will be required for final approval and distribution. The Contractor shall
            promptly submit the additional copies requested, which will be not less than four for the City's use
            plus as many more as the Contractor may reasonably need for his use.
            If any of the information submitted by the Contractor is found by the En*ineer to not meet            the
            Contractor requirements, the Engineer will return one copy, or two if the Contractor                  has
            previously submitted three copies, marked with the notations, corrections, or changes that            are
            required. Returned, unapproved information shall be promptly revised or corrected by                  the
            Contractor and resubmitted to the Engineer.

            D.     Engineer's Approval - Upon receipt of the additional copies of the information which the
            Engineer has previously found to meet the Contract requirements, the Engineer will place              his
            approval on each copy and return such copies bearing his approval which the Contractor had
            furnished for his use. The work shall thereafter be performed in conformity with such approved
            information.

            Where the information as submitted indicates a variation from the detailed Contract
            requirements, and the Contractor has made specific mention and has given reasons for such
            variation, the Engineer, if he determines the variation to be a minor adjustment in the interest of
            the City, may approve the information, but the approval will contain in substance, the following:

                           "The modification contained herein is approved in the
                           interest of the City of Detroit with the understanding
                           that all other Contract terms and conditions remain
                           unchanged."


            7.     SAMPLES, CERTIFICATES, AND TESTS

            The Contractor should, in general, request approval by the Engineer of the various materials
            proposed for use in the work before they are delivered to the site. No materials, however, for
            which samples are specifically required for test and approval shall be delivered to the site until
            representative samples have been tested and approved, unless such requirement is expressly







             GS. 6


             waived by the Engineer, and then only at the Contractor's risk of subsequent rejection. Samples of
             materials and certificates relating to them shall be submitted as stipulated in the Detailed
             Specifications or as directed by the Engineer.
             A.     Samples - All samples shall be taken in such. manner as to be truly representative of the
             entire lot and shall not be worked on in any way as to alter the quality or appearance. The
             samples shall be of such size, quantity or number as to permit the Engineer to properly judge their
             acceptability and make such tests as may be required. If the samples are taken by the Engineer,
             the Contractor shall furnish such assistance and facilities as required by the Engineer for
             collecting, forwarding, and storage.
             Samples shall be so packed that they will reach their destination in good condition and samples of
             liquid or viscous materials shall be shipped in tight metal containers. All samples shall be
             properly labeled, or otherwise marked, to show the material or product represented, its place of
             origin, the name of the producer, the name of the Contractor, and the Contract number for which
             it is intended.

             The samples shall be delivered with all transportation charges prepaid by the Contractor to the
             location designated by the Engineer.

             B.     Certificates - When stipulated in the Detailed Specifications or required by the Engineer, a
             certificate shall be submitted to the Engineer, in triplicate, attesting that the material, equipment,
             or accessory submitted complies with the Contract requirements. The certificates shall include the
             following information:

                           a) Name and brand of the product, name of manufacturer, location of the plant
                           b) An outline giving the chemical and physical properties of the material
                           represented by the sample submitted, and giving the name of the testing laboratory
                           which made the test, and the dates of the tests. This information may be omitted in
                           the case of materials required to conform to Federal Specifications or A.S.T.M.
                           Standards, provided a certified statement by an acceptable testing laboratory is
                           furnished in lieu thereof.

                           c) If the statement originates with the producer, the Contractor shall endorse all
                           claims and submit the statement in his own name. The Contractor shall also
                           guarantee that all materials furnished for use under the Contract will be in
                           compliance with the samples and certificates.

             C.     Tests - Tests will be made by such methods and in such numbers as the Engineer shall
             determine to be adequate and equitable. Whenever materials are required to conform to Federal
             Specifications or A.S.T.M. Standards, and such specifications are accepted as establishing the
             technical qualities and testing methods, they shall not necessarily govern the number of tests
             required to be made. The Engineer may require laboratory tests on samples submitted or may
             approve materials on the basis of data submitted in certificates with the samples.
             It the tests of the samples submitted indicate that the proposed material will not conform to the
             Contract requirements, the Engineer will notify the Contractor that the pro osed material is
             unacceptable and rejected, and will furnish the Contractor the basic reasons i r such rejection.
             However, the Engineer shall not be required to furnish the Contractor with copies of all the test
             data and results.








            GS. 7


            D.     Engineer's Approval       Approval by the Engineer will be general only and shall not
            constitute a waiver of the City's right to demand full compliance with the Contract requirements.
            When a material has been approved, no change in brand or make will be permitted unless:

                           a) The manufacturer cannot make satisfactory delivery; or

                           b) The material as delivered fails to comply with the Contract
                            requirements.

                   E.      Field Check Tests - After actual deliveries of materials to the site, the engineer will
            make such check tests as he deems necessary to insure compliance of the materials delivered or
            used with the Contract requirements. The Engineer may reject such materials for cause even
            though such materials have previously been given general approval. If materials which fail to
            meet field check tests have been incorporated in the work, the Engineer shall have the authority
            to require their removal and replacement with proper materials conforming to the Contract
            requirements.


            8.     MATERIALS DELIVERY, STORAGE, AND HANDLING

            All materials shall be so delivered, stored, and handled as to prevent the inclusion of foreign
            matter or damage by water, breakage, exposure or other means. Packaged materials shall be
            delivered in original, unopened packages, and properly stored until ready for use. Packages
            showing evidence of water or other damage shall be rejected unless the contents are specifically
            approved for use by the Engineer. Any material showing evidence of water or other damage shall
            be rejected.

            All materials that have been stored shall be subject to re-examination or retest and must meet the
            requirement of their respective specifications at the time they are to be used in the work
            regardless of any prior test or approval by the Engineer.


            9.     WATER FOR CONSTRUCTION

            Water in reasonable amounts is available at the site and may be used by the Contractor without
            cost providing the water is not wasted or used in a manner that creates a nuisance. If, in the
            judgment of the Engineer, the Contractor is wasting the water, the Contractor shall take
            immediate steps to stop the waste or he will be required to pay for all water used or secure his
            own source and bear all costs therewith, as directed by the Engineer.


            10. TEMPORARY POWER, LIGHT AND HEAT

            Electric lights shall be used and power-driven construction equipment shall be electrically
            operated throughout the work insofar as possible. The Contractor shall furnish all wiring,
            switches, fuses, receptacles, lamps, etc., as may be required for his work in addition to that
            available at the site.

            Temporary power and light circuits shall be thoroughly insulated and waterproof. No voltage
            higher than 460 volts shall be used on any power line, nor more than 115 volts on any lighting
            circuit, unless specifically approved by the Engineer. All switches shall be of the enclosed safety
            type. The temporary power and lighting system shall be subject to inspection and approval of the
            Department of Building and Safety Engineering.






             GS. 8


             Adequate temporary heat necessary for proper protection and drying of all work shall be provided
             until the structure is accepted by the City. Until the structure is enclosed, heavy tarpaalins, or
             other suitable means shall be provided to enclose the space requirin& heating or protection from
             the weather during construction operations. All temporary heating devices shall meet the
             requirements of the Detroit Officeial Building Code and shall be subject to the Engineer's
             @pprqval. In no case shall any heating devices or means be used which may in any way damage or
             impair the completed work.
             After the permanent heating system is in operating condition and the structure is enclosed, heat
             may be provided from the permanent heating plant if and as approved by the Engineer. In such
             case, the Contractor shall arrange to operate the plant, connecting permanent or temporary space
             heating devices, and so maintain the plant during operation that it will be turned over to the City
             undarnged at the completion and final acceptance of the work. T1.e Contractor shall provide all
             labor and fuel required and pay all other costs.


             11. PROGRESS SCHEDULE

             Within ten days after the date stipulated in the written notice to begin work, unless otherwise
             directed or authorized by the Engineer, the Contractor shall submit to the Engineer five copies of
             a proposed Constr-uction Progress Schedule, in a form satisfactory to the Engineer, showing in a
             clear graphical manner:
                    a) The anticipated date of commencement and completion of the various operations to be
                    performed under the Contract, including submission of shop drawings and other
                    information requiring approval of the Engineer which directly control the key operations.
                    b) The sequence and inter-relationship of each of those operations with the others and, and
                    when applicable, with those of other related contracts; and
                    c) The estimated time required for fabrication or delivery, or both, of controlling materials
                    and equipment required for the work.
             The Schedule shall be predicated on the completion of all the work on or before the date specified
             herein.

             After being accepted as satisfactory by the Engineer, the Schedule shall be strictly adhered to by
             the Contractor, subject however, to the provisions next below relating to revisions.

             12.    REVISIONS OF SCHEDULE - The accepted Schedule shall be revised by the Contractor
             and five copies submitted to the Engineer:
                    a) If the time allowed for completion is extended by the city;
                    b) If extra work was ordered by the City which is not included in operations originally
                    shown;

                    c) If the actual progress of the work is such that, in the judgment of the Engineer, the
                    remaining work to be performed will not be started or completed, or both, as indicated by
                    the Schedule.

             The revisions shall be made in such manner as to not obliterate the original schedule but will show
             where and to what extent the Schedule has been revised. Such revised Schedule shall be
             acceptable to the Engineer and thereafter shall be strictly adhered to by the Contractor.








            GS. 9




            13.    SIGNS

            Advertising signs of any kind shall not be erected or displayed on the site. Job instruction signs,
            such as "Danger", "Keep Out", etc., shall be furnished, erected, and maintained by the Contractor
            as may be required to safely conduct and protect the work. Such signs shall be near appearing,
            substantially erected, kept in good condition, and promptly removed when their usefulness has
            ended.


            14. TEMPORARY CONSTRUCTION FACILITIES
            All temporary construction facilities used by the Contractor and his subcontractors shall be neatly
            constructed and arranged on the site in an orderly manner. The general arrangement or such
            facilities shall be subject to approval by the Engineer. When so required by the Engineer, the
            Contractor shall prepare and submit to the Engineer, for approval prior to starting work, a
            construction plan layout, showing arrangement of storage areas, temporary buildings, construction
            equipment, and storage and work areas.
            Suitable, weather tight storage sheds, with raised floors, shall be provided, of capacity required to
            contain all materials which might be damaged by storage in the open.

            Construction equipment and other facilities such as ladders, ramps, etc., shall be strong,
            substantial, and sate, and suitable for the purpose intended and shall meet all the applicable
            requirements of the State of Michigan and Department of Buildings and Safety Engineering, and
            shall also be subject to the Engineer's approval.
            Whenever practical and as soon as possible, permanent parts of the work shall be used in the
            place of temporary facilities when authorized by the Engineer. Adequate precautions, however,
            shall be used to prevent damage to such parts of the permanent work so used during construction.
            When temporary buildings, construction equipment, and other facilities are no longer needed for
            the work they shall be promptly dismantled and removed from the site.


            15.    FIELD OFFICE

            A temporary field office shall be provided on the site at a location approved by the Engineer. The
            field office may be in a building or trailer, neither of which need not necessarily be new, but which
            'will provide the following minimum requirements. The construction shall be substantial and
            weathertight and be in good condition throughout, with doors and windows which may be securely
            locked.

            A space approximately 10 feet square with full-height partition shall be provided for the exclusive
            use of the Engineer. This space shall be so located that it may be entered by a separate outside
            door, or so arranged that persons will not have to pass through it to reach the space used by the
            Contractor. The Engineer's space shall be with a 3 x 5 foot desk with drawers that be locked, two
            chairs, a plan rack, and adequate electric ights, one being over the desk.

            A temporary telephone shall be installed in the field office and the Contractor shall bear all costs
            therewith. The telephone shall be available for use by the Engineer.
            During working hours, heat shall be provided for the Engineer's space when the outside
            temperature is 60 degrees F. or lower.







              GS. 10





              16. CLEANLINESS OF WORK AND STREETS

              The work and all public or private property used in. connection with the work shall be kept in a
              neat and orderly condition at all times. Waste materials, rubbish, and debris shall not be allowed
              to accumulate. Construction equipment and excess materials shall be promptly removed from the
              site as they become no longer needed for the progress of the work. At the completion of the work,
              the premises shall be left broom and rake clean.
              Trucks hauling loose materials from or to the site shall be tight and their loads trimmed to prevent
              spillage on the public streets and roads. The requirement likewise applies to suppliers making
              deliveries to the site and the Contractor will be held responsible for compliance by his suppliers.
              The Contractor shall promptly clean streets and roads dirtied by any cause arising from his
              operations. Should he fail to maintain proper street cleanliness, the City will clean such streets
              and charge all costs therefor to the Contractor.


              17. SANITARY REQUIREMENTS

              Conunitting of nuisance on the site is prohibited. Any employee who violates such provisions shall
              be promptly removed from the work and shall not again be employed on the work without the
              written consent of the Engineer.

              At the start of the work at the site, suitable and adequate toilet facilities shall be provided for all
              persons employed on the site. Subject to the approval of the Engineer as to number, type, size,
              and location. The facilities shall be maintained in a sanitary condition, frequently cleaned and
              disinfected, and shall be promptly removed from the site when directed by the Engineer.


              18. FIRST AID

              A completely equipped first-aid kit shall be provided and maintained at the site in a clean orderly
              condition, and shall be readily accessible at all times to all the Contractor's employees. The
              Contractor shall designate certain employees who are properly instructed to be in charge of first
              aid. At lease one such employee shall be available whenever work is being carried on.
              Telephone call lists for summoning aid from outside sources, such as doctors, ambulances,
              pulmotor, and rescue squads, shall be conspicuously Posted at the site.


              19. BARRICADES AND LIGHTS

              The City Ordinance (Article 58-1-7, Municipal Code) relative to barricades and colored lights
              around excavated areas, shall be observed by the Contractor. Further, the Contractor shall furnish
              and maintain sufficient and suitable barricades, guard fences, and transistorized lights, as
              approved by the Engineer, to clearly indicate all equipment, materials or any other hazards that
              might cause an accident.


              20. FINAL CLEANING OF BUILDING

              Upon completion of the construction and prior to final acceptance, all work shall be left free of
              stains, paint spatters, marks, fingerprints, dust, dirt, etc.








            GS. 11





            21. EXISTING STRUCTURES

            The Contractor shall assume full responsibility for the protection of all buildings, sewers, or other
            structures and their foundations, as well as other improvements, such as pavements and utilities,
            which might be affected by his operations. Should settlement or lateral movement of adjacent
            structures or surface features occur, such conditions shall be rectified at the Contractor's expense.
            If damage to any structures, utilities, or other improvements occurs by reason of the Contractor's
            operations, even though special precautions have been employed, the Contractor shall be entirely
            responsible for such damage.


            22. WORKING AREA AND MAINTENANCE OF TRAFFIC

            A.     General - Construction equipment, storage of materials, and construction operations shall
            be restricted to the area shown on the Drawings.
            Trucking routes selected by the Contractor shall be subject to regulations of the Department of
            Transportation of the City of Detroit.
            The Contractor shall properly protect all curbs. Any curbs damaged by Contractors Operations
            shall be replaaced at no cost to the City.
            B.     Manhole and Minor Street Openings - The working site at a manhole, sewer connection,
            and other minor street openings shall be kept as small as practicable. The site need not be fenced,
            but shall be well protected by substantial barricades and adequate warning flags, signs, and lights.
            The work at such location shall be completed without undue delay so that the opening may be
            filled in as soon as possible. Whenever work is not underway, a small street opening shall be
            covered at pavement level with a securely anchored substantial steel plate sufficiently strong to
            carry truck traffic.
            C.     012en-Cut Work - All operations necessary for the open-cut work, including the temporary
            storage of construction materials and equipment, shall be restricted to the City streets and alleys
            adjacent to the work, or the area shown on the drawings.
            Where work is required to be done under existing sidewalks, as much of the existing sidewalk area
            may be occupied at one time as may be necessary, but safe pedestrian passageways shall be
            provided and maintained until the sidewalk is replaced permanently.

            Safety precautions shall be taken at all open-cut excavations. Substantial barricades shall be
            erected and maintained as necessary to prevent accidents to vehicular and pedestrian traffic. Red
            flags by day and red lights by night shall be diligently posted at all points of possible danger.


            23. VENTILATION

            If gas is present in existing sewers where it is necessary for the Contractor to work, the sewer shall
            be cleared of gas before entering. If the gas cannot be removed by natural ventilation, that is, by
            removal of manhole covers, the Contractor shall maintain forced draft ventilation, so as to render
            the sewers safe as determined by gas test.

            No employee of the Contractor shall enter any existing sewer until gas test has been performed.







             GS. 12





             24. EXISTING UTILITIES

             Public utilities of all types have been shown on the Drawings. The locations of these utilities are
             shown using the best information available. No guarantee is given that the locations are
             absolutely accurate or that other utilities than those shown are not present. Before starting
             construction, the Contractor shall check the City departments and Public Service Organizations to
             ascertain for himself the location of all utilities which might interfere with the work and shall give
             due notice to all organizations whose utilities will be affected by his operations.
             All public utilities, including building connections, whether or not indicated on the Drawings,
             which are adjacent to the construction but which, in the judgement of the Engineer may be left in
             place, shall be maintained in accordance with the standard method employed by the utility
             involved and in such a manner as to secure the safety of the public and of adjacent structures or
             utilities. Such maintenance shall be by the Contractor or at his instance and expense.

             When the Contractor deems it unsafe, impractical, or impossible to construct the work without
             mov@ng a utility, he shall so notify the Engineer. Should the Engineer concur in the Contractor's
             opinion, the Engineer shall notify the utility concerned to have said utility moved accordingly.
             The work of moving said utility shall be w thout expense to the Contractor.

             The City shall not be responsible for any delay which the Contractor may encounter due to the
             failure on the part of the utility involved to promptly maintain or move any interferring utility.
             If an open trench is machine dug, care must be exercised by the Contractor that he does no
             damage to any public utility or service connection, hand work being required at all points of utility
             crossing.
             Should damage to any existing utility result from the operation of the Contractor, he shall be
             liable for the entire cost of restoration.

             Whenever the sewer under construction crosses existing sewers or utility pipes and conduit, special
             precaution shall be taken and protective measures used to avoid damage to the existing facilities.
             When sewer work is being done adjacent to or under a water main which, in the judgement of the
             Engineer, may constitute a hazard to either the sewer main or the sewer work, construction shall
             be adapted to provide minimum earth. movement and afford maximum protection.
             While working near a water main that is considered a hazard, it is advisable to cut off the pressure
             in such main. Wherever it is possible to do so, the Detroit Metropolitan Water Service will
             cooperate by taking such mains out of service while construction work is progressing in their
             vicinity. In general, such removal from service may be done only in the Winter months between
             October 1, and April 1. Under no circumstance shall the Contractor operate water main valves.


             25. MAINTAINING SEWAGE FLOW AND DRAINAGE

             Both the dry weather and storm flows in all existing sewers, which may in any way be affected by
             the new construction, shall be adequately maintained. Only such methods shall be used in
             maintaining flows as will prevent raising the levels of the sewage in upstream sewers to the extent
             to cause basement flooding or other damage. All gutters, ditches, catch basins, and other surface
             water inlets and drains shall be kept clear for proper surface drainage. Surface water inlets and








            GS. 13


            drains which interfere with the Contractor's operations shall be altered or relocated by the
            Contractor as directed or as approved by the Engineer.
            Should the Contractor desire to place or remove any restrictions, such as bulkheads, curtain walls,
            dams, sand bags, or flames, or to leave temporary openinp in any sewer wall, or to allow storm
            flow through the work, as part of the plan of construction operations, approval shall first be
            obtained from the Engineer. Any temporary obstruction so placed shall be promptly removed
            when no longer needed. Any temporary opening made in an existing sewer structure, shall
            likewise, be promptly closed when no longer needed. Such closure shall be made as directed by
            the Engineer to provide structural and hydraulic conditions equivalent to those originally existing.
            Should flooding or damge to construction work result from storm conditions, the Contractor will
            not be entitled to any extra compensation for such loss as he may sustain, or for the extra work
            that may result therefrom.


            26. PUMPING AND DRAINAGE

            Adequate pumping and drainage facilities shall be provided, and all water from whatever sources
            entering the work during any stage of construction shall be promptly removed and disposed of.
            All pumping and drainage shall be done without damage to property or structures and without
            interference with the rights of the public, owners of private property, pedestrians, vehicular traffic,
            or the work of other contractors. Dewatering shall be done in such a manner that the soil under
            or adjacent to existing structures shall not be disturbed, removed or displaced.
            The overloading or obstructing of existing drainage facilities will not be permitted and the
            Contractor shall be solely responsible for damages caused by his operations.


            27. CONNECTIONS TO EXISTING SEWERS

            All sewers of record have been shown on the Drawings, using the best information available. No
            guarantee is given or implied that the locations as shown are absolutely correct or that other
            sewers, in addition to those shown, are not present.
            Existing sewers which are to be connected to the new work are so indicated on the Drawings.
            Should other existing sewers be encountered which, in the judgement of the Engineer, need
            likewise to be connected, the connections shall be made as directed by the Engineer and the cost
            thereof paid for in accordance with the Contract provisions for changes in the work, Articles 19
            and 20 of the General Conditions.

            All broken concrete and other debris resulting from making connections must be removed from
            the existing and new sewers and structures.


            28.    SAFETY PRECAUTIONS

            During the progress of the work the Contractor shall maintain adequate facilities for the
            protection and safety of all persons and property. All local, state and national laws, ordinances,
            rules and regulations pertaining to the kind, use and loading of all apparatus and equipment shall
            be complied with and all other reasonable precautions shall be taken to insure safe working
            conditions which may be ordered by the Engineer.







             GS. 14



             29.    EXPLOSIVES AND BLASTING

             No blasting shall be done.


             30. CODE REQUIREMENTS

             All codes, rules and regulations of the Department of Buildings and Safety Engineering of the city
             of Detroit shall be complied with.


             31. GOVERNMENT REGULATIONS

             The Contractor shall comply with all rules, regulations, orders, etc., of any governmental agencies
             applicable tot he work under this contract. The Contractor shall cooperate with the City in
             promptly furnishing any information required by such agencies. It shall be an obligation of the
             Contractor to keep himself informed of governmental rules, regulations, orders, etc., which are
             applicable to his work.
             The Contractor shall make the requirements of this @@rticle a part of any subcontract he may enter
             into.



             32.   HISTORICAL SPECIMENS

             Any and all specimens of historical or scientific value or interest encountered in the work shall be
             preserved and delivered to the Engineer.


             33. PROVISIONS FOR THE HANDICAPPED

             All requirements of the State of Michigan and American National Standards Institute regarding
             accommodations for the physically handicapped shall be complied with.


             34. SOIL CONDITIONS

             The Contractor shall assume all risks and responsibility because of exisitng soil conditions and
             shall complete the work in whatever ground conditions he may encounter or create, without
             additional cost to the City.














              PART II: GENERAL REQUIREMENTS AND TECHNICAL SPECIFICATIONS



                        DIVISION TWO: TECHNICAL SPECIFICATIONS




















 4













              SVM-8801                                                                                 02010-1
              Mt. Elliott Park



                                                    SECTION 02010
                                             SUBSURFACE CONDITIONS


              PART1:GENERAL


              1.1    DESCRIPTION

                     A.      In general, the work under this Section includes but is not limited to, the
                             following items:

                             1.     The removal of unsuitabl         soils, debris and concrete rubble
                                    discovered during excavation for all proposed work.

                             2.     The removal of abandoned utility lines and structures.

                             3.     The capping of "live" utility lines and the removal of the abandon
                                    portion.

                             4.     The removal of wood pilings presently under water.

                             5.     Additional soils testing information produced by the Contractor at his
                                    discretion, and cost.

                     B.      The following summary reports of contamination and soils analysis produced
                             by Neyer, Tiseo & Hindo, Ltd. are available for review at the office of the City
                             of Detroit Recreation Department.

                             1 .    Report on Contamination Assesment, September 29, 1988.

                             2.     Report on Geotechnical Exploration and Evaluation, February 5, 1990.

              1.2    RELATED WORK SPECIFIED ELSEWHERE

                     A.      Clearing and Demolition, Section 02100

                     B.      Earthwork, Section 02200

                     C.      Site Utilities, Section 02500


              1.3    QUALITY ASSURANCE

                     A.      Only a Registered Soil Engineer shall conduct the soil testing for the
                             Contractor.












               SVM-8801                                                                                 02010-2
               Mt. Elliott Park



               1.4 SUBMITTALS

                      A.      In compliance with Section.01300, as applicable, submit the following
                              material information, specification, shop drawings, and samples of:

                              1.     All soil testing information.

               PART 2: PRODUCTS

               2.1    SOIL TESTING INFORMATION (if executed)

                      A.      Soil testing information shall be executed per Contractor's directions, that
                              are approved by Owner and Architect.

               PART 3: EXECUTION


               3.1    GENERAL

                      A.      Prior to the execution of any work under this section (except an emergency
                              utility line repair) the Contractor shall discuss the condition with the Architect
                              and Owner.

                      B.      Removal, of typical amounts of unsuitable soil, debris, concrete rubble,
                              abandon utility lines and structures should be anticipated by the Contractor
                              and included within his base bid.

                      C.      Bidders should visit the site and acquaint themselves with existing
                              condifions. Prior to bidding, bidders may make their own subsurface
                              investigations, at no additional cost to the Owner, to satisfy themselves as
                              to site and subsurface condftions, but all such investigations shall be
                              performed only under time schedules and arrangements approved in
                              advance by the Architect.

                      D.      If, upon reviewing available information and inspecting           Ithe site, the
                              Contractor feels the soil is unsuftable for proper implementation of the work,
                              he shall submit three copies of a Soil Report prepared by an approved Soil
                              Testing Lab for review by the Architect and Owner.

                      E.      The excavation and backfilling of unsuitable materials is described in Section
                              02200, Earthwork.


                      F.      The Contractor shall notify the Owner and Architect immediately upon
                              encountering any specimens of potential historic, scientific value or interest.












            SVM-8801                                                                              02010-3
             Mt. Elliott Park




                    G.     Inactive and abandoned utilities not shown on plans encountered in
                           excavation and grading operations shall be removed, plugged or capped
                           as required. this work shall be documented in the "As Built" Drawings. The
                           Contractor shall engage and pay appropriate trades to cut off, seal, cap,
                           plug or remove if required existing utilities which are indicated or specified
                           to be abandoned. This cost shall be in addition to the base bid amount and
                           be negotiated with the Owner prior to beginning any work.


                                       END OF SUBSURFACE CONDITION













             SVM-8801                                                                              02100-1
             Mt. Elliott Park



                                                   SECTION 02100
                                          CLEARING AND DEMOLITION


             PART1:GENERAL


             1.1    DESCRIPTION

                    A.      In general, the work under this Section includes, bui is not limited to,
                            demolition and removal of the following items:

                            1.     Clean up and removal of debris along river edge including
                                   miscellaneous steel poles and debris with steel cables       and rods,
                                   foundation removal, wood piles, steel sheeting, large twisted steel
                                   debris, concrete blocks, large concrete pieces.

                            2.     Miscellaneous scrub vegetation removal.

                            3.     Clean-up and removal of miscellaneous debris                  -!:z.vement,
                                   bricks, abandoned automobiles.

                            4.     Off-site disposal of all demolished deleterious and unsuitable materials
                                   which include inorganic materials or hazardous waste and exclude
                                   concrete, brick or stone.

                            5.     Removal and off-site disposal of abandon utility lines and storage
                                   tanks.


             1.2 RELATED WORK SPECIFIED ELSEWHERE

                    A.      Subsurface Conditions, Section 02010

                    B.      Earthwork, Section 02200

             PART 2: PRODUCTS


             2.1    GENERAL


                    A.      No products are required under this section of the work.

             PART 3: EXECUTION


             3.1    GENERAL


                    A.      Contact 'Miss Dig' prior to beginning any work.













              SVM-8801
              Mt. Elliott Park                                                                     02100-2


                     B.     Unless otherwise noted, clearing demolition shall include the removal of all
                            items which would interfere with, or be incongruous to the complete
                            construction and operation qf the project, as stated in Part 1 - 1 Description
                            of this section, within the construction 'limft lines' shown on the drawings.

                     C.     All adjoining property shall be carefully protected from damage. If the
                            Contractor damages any adjacent property, he shall be responsible for
                            replacement or restoration to original condition and approval of Architect
                            and Owner at not additional cost to the Owner.

                     D.     All materials, other than those permitted by the specifications to remain on-
                            site, salvaged during construction, or shown to remain on the Drawings,
                            shall be properly removed from the site. The Owner reserves the right to
                            claim ownership to any, all, or none of the existing demolished and/or
                            salvaged materials, at any time during construction.

                     E.     All items to be disposed of off-site shall be done so legally. No burning of
                            rubbish or debris will be permitted and large quantities of debris shall not
                            be allowed to accumulate.

                     F.     comply with all conditions stated in Section 02010, Subsurface Conditions.

                     G.     Removal of: concrete rubble; debris; steel sheeting; wood piles; steel debris;
                            reinforced concrete foundations, etc. as identified in Part 1.1 Description of
                            this section, should be anticipated by the Contractor and included within his
                            base bid. The majority of these items have been identified on the drawings.
                            However, if the amount of these materials exceed the amounts stipulated
                            to be included in the base bid and or shown on the drawings, then the
                            Contractor shall, based on the un:' prices of the bid, be compensated for
                            this additional work.


              3.2    EDGE CLEAN-UP

                     A.     Contractor shall remove all debris along entire river edge and 'hand place
                            broken concrete rubble free of reinforcing steel, excavated from site, as
                            shown on drawings and under direction of the Architect.

              3.3    WOOD AND STEEL PILINGS

                     A.     Contractor shall remove pilings, as shown on Drawings, by cutting pilings
                            off where river bank or bottom meet pole.           All pilings found during
                            excavation for sea wall edge shall be removed by the Contractor. The
                            Architect and Owner shall determine to what extend pilings shall be removed
                            along river edge. Those to be removed have been shown on the Drawings.













          SVM-8801                                                                 02100-3
           Mt. Elliott Park



           3.4 ARCHITECT AND OWNER APPROVAL

                 A.    The contractor shall clear, demolish and remove from site all items identified
                       in Part 1.1 Description and shown on the Drawings to the approval of the
                       Architect and owner.



                                END OF CLEARING AND DEMOLITION










             SVM-8801                                                                           02200-1
             Mt. Elliott Park



                                                 SECTION 02200
                                                   EARTHWORK


             PART11:GENERAL


             1.1 DESCRIPTION


                    A.     In general, the work under this Section includes but is not limited to the
                           following items:

                           1.     On-site disposal of excavated materials and soils graded to
                                  elevations shown on Drawings.

                           2.     Topsoil cover of disturbed areas.

                           3.     Off-site disposal of excavated materials and soils.

                           4.     Soil and stone subbase placement and backfilling for sheet piling
                                  edge.

                           5.     Coordination of soil testing and reporting by a State of Michigan
                                  Registered Professional Engineer. Contractor is responsible for
                                  paying professional fees.

                           6.     Soil erosion control measures.


                           7.     Temporary fencing and barricades as necessary.

                                  Important Note: Excavation and disposal of building foundations,
                                  concrete rubble, wood pilings, utility lines, etc., which will be
                                  encountered during excavation, is also described under the
                                  appropriately referenced Sections identified herein Part 1.2, Related
                                  Work Specific Elsewhere.

             1.2 RELATED WORK SPECIFIED ELSEWHERE

                    A.     Subsurface Conditions, Section 02blo

                    B.     Clearing and Demolition, Section 02100

                    C.    'Hydro-Seeding, Section 02821










               SVM-8801                                                                              02200-2
               Mt. Elliott Park



                       D.      Concrete Work and Reinforcement, Section 03300


                       E.      Summary of Work:        Section 01010 - Part 1.13;        Soil Erosion and
                               Sedimentation Control.


               1.3     QUALITY ASSURANCE


                       A.      The Contractor shall coordinate, and pay for, the services of a State of
                               Michigan Registered Professional Engineer, who specializes in geotechnical
                               enciineerina to insure that all testing required within these specifications is
                               executed. Contractor will include all testing as a line item in his bid. The
                               Geotechnical Engineer's responsibility will be to perform or have performed,
                               under this direct observation and supervision, the monitoring of all
                               earthwork and to perform all on-site and laboratory testing required within
                               these specifications.

               1.4     SUBMITTALS


                       A.      In compliance with Section 01300 submit the following:

                               1     Samples, sources, suppliers and technical information for:

                                     a.     Stone subbase materials.


                                     b.     Soil stabilization fabric.

                               2.    The Contractor shall submit, from his geotechnical engineer
                                     proposed means and methods for construction sequence, equipment
                                     and shop drawings to be used for excavation, piling work and all soil
                                     erosion control measures. This information must be submitted to the
                                     Architect two weeks prior to beginning any Earthwork. At least two
                                     full weeks must be allowed for this review process.

                               3.    Soil test reports as required.

               1.5 JOB CONDITIONS


                       A.      The Contractor should understand that record high water conditions of the
                               adjacent Detroit River will exist during the construction of this work. (See
                               Drawings for exact water elevations.)










               SVM-8801                                                                                 02200-3
               Mt. Elliott Park


                      B.      The Contractor shall use all means necessary to control dust on and near
                              the Work. Thoroughly moisten all surfaces as necessary and as directed
                              by the City Engineering inspector or Architect.



                      C.      Use all means necessary to protect all objects designated to remain. In the
                              event of damage, make all repairs and replacements to the approval of the
                              Architect and at no additional cost to the Owner.

                      D.      The potential for soil erosion is significant, therefore, the contractor shall
                              employ all means necessary to prevent soil erosion during all work
                              executed.


               1.6    REFERENCE SPECIFICATIONS

                      A.      City of Detroit, Department of Public Works, "Standard Specifications for
                              Paving and Related Construction", dated January, 1984, as amended to
                              date, is incorporated by reference to applicable articles.

                      B.      State of Michigan, "Standard specifications for Construction", Michigan
                              Department of Transportation, dated 1984, as amended to date, is
                              incorporated by reference to applicable articles.

                      C.      When the work required by the Drawings and Specifications exceed any
                              reference specifications, then requirements of the Drawings and
                              Specifications shall supercede.

               PART2:PRODUCTS


               2A EARTHWORK MATERIALS


                      A.      Excavated material to remain on site and not utilized for the top 3' of non-
                              paved areas: Shall include all excavated material except piping materials,
                              storage tanks, metal products or hazardous waste.

                      B.      Excavated materials to remain on site and utilized for the top 3' of the non-
                              paved areas: Shall be those materials which, in the opinion of the Architect,
                              are most suitable for sustaining plant growth and supporting future site
                              development. the Architect will base his decision on information supplied
                              by the geotechnical engineer, previous soil borings and observation during
                              construction. Additionally, this excavated material that will remain on site










               SVM-8801                                                                             02200-4
               Mt. Elliott Park



                             shall be free of any organic or deleterious material, as well as concrete,
                             stone or rubble larger than three inches in diameter and no less than 80%
                             clean soil.


                      C.     Walkway Drainage Base: 21 A limestone, compacted.




                      D.     Slag: 30A slag sand as manufactured by E.O. levy Co. or approved equal.

                      E.     Concrete rip-rap: Shall be any concrete found on site which does not
                             contain visible reinforcing steel.    New concrete pieces shall be clean
                             concrete rubble free of any visible reinforcing steel. (See Drawings for
                             location)

                      F.     Utility trench backfill material: Shall be per the City of Detroit Water and
                             Sewer Department Requirements.

                      G.     Topsoil shall be as specified below:

                             1.      A fertile, friable, sandy, loamy surface soil capable of sustaining
                                     vigorous plant growth without admixture of subsoil and free of
                                     stones, stumps, root, trash, debris, and other materials deleterious
                                     to plant growth.

                             2.      The pH range shall be 6.5 to 7.5. Topsoil that does not meet the pH
                                     range will be amended by the addition of pH adjusters approved by
                                     the Architect.

                             3.      Nutrient data to be given in parts per million (ppm) dry soil and shall
                                     equal or exceed the following levels:

                                     a.     Nitrate Nitrogen (N)                       20 pprn
                                            Phosphate phosphorus (P)            20 ppm
                                            Potassium (K)                       80 ppm
                                            Calcium (Ca)                               600 ppm
                                            Magnesium (Mg)                      50 ppm
                                            Zinc (Zn)                           0.28 ppm
                                            Iron (Fe)                           5 ppm
                                            Magnese (Mn)                        1 pprn











             SVM-8801                                                                           02200-5
             Mt. Elliott Park


                           4.     Organic content shall not be less than 2 percent and not greater than
                                  10 percent determined by loss through ignition.

                           5.     Physical properties as follows:

                                  a.     Clay 15 to 20 percent
                                  b.     Sand 50 to 70 percent






                           6.     Gradation: Percentage shall be based on dry wight of samples.

                                  a.     Sieve Designation                  Percentage Passing
                                         1/4" screen                        100
                                         No. 10 U.S.S. mesh sieve          90-100


                           7.     The electrical conductivity of the soil shall not exceed 7.5 millions per
                                  centimeter, or chloride salt content shall not exceed 700 ppm

                           8.     The Sodium Absorption Ration (S.A.R.) shall not exceed 8.

             2.2 SOIL TESTING


                    A.     All compaction requirements shall be determined with respect to the
                           maximum modified proctor density of the material in accordance with ASTM
                           D1557.


                    B.     Reports shall be GBC bound, 8-1/2" X 11 ", and on the letterhead of the
                           geotechnical engineer.

             2.3 EQUIPMENT


                    A.     Shall be of sufficient size, number, in first rate working condition and
                           approved by Architect to complete the work on schedule.

                    B.     Equipment to process concrete found on site for shorewall subbase material
                           may be erected on site at a location approved by Architect. Methods will
                           be subject to Architect's approval.

             2.4 SOIL EROSION CONTROL MEASURES










               SVM-8801                                                                           02200-6
               Mt. Elliott Park



                      A.     All products as shown on Drawings, submitted by Contractor, and approved
                             by Architect, and/or soil erosion control agent.

               2.5    MISCELLANEOUS MATERIALS


                      A.     All other materials not specifically described herein but required for
                             completed and proper installation of work shown on the Drawings shall be
                             as selected by the Contractor and approved by the Architect.

               PART 3: EXECUTION


               3.1    GENERAL


                      A.     Contact 'Miss Dig' prior to beginning any work.
                      B.     All earthwork shall be properly executed as required to fully implement the
                             design as shown on the Drawings, in strict compliance with applicable City
                             of Detroit codes, regulations and specifications, industry standards, as
                             approved by Architect and based on this understanding:

                             1.     Excavated materials of Part 2.1, Item A shall be placed beneath all
                                    "earth berms" shown on Drawings.            The basic intent is to
                                    accommodate on site disposal of excavated materials which would
                                    otherwise be costly to remove from the site.

                             2.     This excavated material shall then be covered by a 3' minimum layer
                                    of materials found on site specified in Part 2.1, B, and graded to the
                                    elevations shown on the Drawings.

                             3.     Concrete rubble discovered during excavation which meet the
                                    requirements of Part 2.1, E, shall be placed along the shoreline as
                                    shown on the Drawings.            Concrete which does contain
                                    reinforcement, brick or stone may be disposed of beneath the "earth
                                    beams" and properly covered.

                      C.     Contractor shall secure the services of a State of Michigan Registered Land
                             Surveyor acceptable to Architect, for setting and establishing finish
                             elevations. Carefully preserve all data and monuments set during the
                             original and subsequent survey's and if displaced or lost, immediately
                             replace to the approval of the Architect and at no additional cost to the
                             Owner.


                      D.     Requirements for temporary shoring and bracing shall be in strict











              SVM-8801                                                                             02200-7
              Mt. Elliott Park



                            compliance with applicable safety codes and regulations. Shop Drawings
                            detailing all shoring and bracing shall be prepared by a State of Michigan
                            Registered Civil Engineer.

                     E.     Contractor shall coordinate and contact the geotechnical engineer and
                            Architect, as necessary to perform all testing required per these
                            specifications.

                     F.     The Contractor shall be responsible for the live removal of all aquatic
                            animals and mammals which may be encountered during construction, to
                            a safe area of the Detroit, River. Method of capture and return to be
                            approved by Architect.

                     G.     The Contractor is responsible for providing and maintaining all temporary
                            fencing and barricades necessary to insure a safe and healthy working
                            environment.


              3.2 ENGINEERING INSPECTION AND CONTROL


                     A.     In this section the term "Engineer" refers to representative of the City of
                            Detroit Engineering Department.

                     B.     The Contractor shall notify the Owner at least three (3) days prior to the
                            commencement of earthwork operations.

                     C.     The Contractor shall furnish samples of sufficient quantity of any excavated
                            materials which he may propose to use for on site earthwork to the
                            Architect along with testing results for approval. No materials shall be used
                            without prior approval from the Architect and Owner.

                     D.     The Geotechnical Engineer and Engineer will check the type of material,
                            moisture and densities of the subgrade and compacted fill backfill for proper
                            conformance with the specification requirements.              All compaction
                            requirements shall be determined with respect to the maximum modified
                            proctor density of the material in compliance with ASTM D1557.

                     E.     Before placing fill, the Geotechnical Engineer will advise the Contractor with
                            respect to the proper moisture content.

                     F.     The Contractor cannot add additional fill material until the fill material in
                            place has been tested by the soils laboratory and approved the Engineer.










               SVM-8801                                                                          02200-8
               Mt. Elliott Park



               3.3 CONTROL OF WATER


                     A.     Use all means necessary to prevent erosion during construction and until
                            permanent drainage and erosion control measures have been installed.

                     B.     Procedure for releasing ground water back to static condition shall be as
                            recommended by Contractor and approved by Engineer.

               3.4 EXCAVATION


                     A.     Immediately notify the Architect upon encountering an obstruction not
                            shown or noted on the drawings and/or specifications.           Bypass the
                            obstruction after marking its location, move to another area and continue
                            work.    It shall be the decision of the Architect and Owner that shall
                            determine whether or not the obstruction is shown or described within the
                            drawings and specifications as included within the scope of work.

                     B.     Excavation for all work shown on the drawings shall be by standard industry
                            methods as the Contractor may select. Excavation.below the depth shown
                            on the drawings and/or as determined by the Architect and geotechnical
                            engineer, will be not be permitted, except for the removal of unsuitable
                            material as determined by the Architect and Geotechnical Engineer.
                            Unsuitable material is defined as rUbbish, sod, wood, organic soils, coal,
                            building debris or other deleterious material. Contractor shall backfill and
                            compact all over excavated areas to the satisfaction of the Geotechnical
                            Engineer. Compensation for unsuitable material removal and back-fill shall
                            be based on unit prices submitted by the Contractor with is Bid Proposal.

                     C.     Excavation of subsoil materials shall continue to the finished levels as
                            shown on the Contract Drawings and/or as determined by the Geotechnical
                            Engineer. The slope of all excavated embankments shall be as shown on
                            the drawings. Where excavated embankments are to be maintained on a
                            temporary basis during construction operations, their slopps shall not be
                            steeper than one and a half (1-1/2) horizontal to one (1) vertical or as
                            directed by the Architect or Geotechnical Engineer.

                     D.     All excavated areas or other areas where compacted fill, backfill or subbase
                            material are to be placed shall be inspected and approved by the
                            geotechnical engineer before commencing any compaction of the existing
                            subgrade, or placement and compaction of fill. The Contractor shall
                            compact the areas to be filled using suitable equipment. Any areas, which
                            do not perform satisfactorily under the compaction as determined by the











              SVM-8801                                                                              02200-9
              Mt. Elliott Park



                            geotechnical engineer, shall be excavated down to suitable soil. All
                            unsuitable and disturbed soil below top of subgrade (after authorized
                            excavation) shall be removed and replaced by the Contractor per unit prices
                            of the Contract Bid Forms.


                     E.     Excavated materials classified as satisfactory soil material for on site use
                            shall be properly stockpiled, where directed by the Architect until required
                            for backfill and grading.

              3.5 COMPACTION


                     A.     Compaction equipment used to compact existing subgrade and fill shall be
                            as selected by Contractor and approved by Architect. In areas where
                            vibratory compaction is inappropriate and will cause damage to the work,
                            the Contractor shall select an alternated method for approval by the
                            Architect.


                     B.     All required sub-grade and fill compaction shall be as follows: structural
                            subbase and backfill material - not less than 98% maximum density each
                            layer; rip-rap shore protection area - 80% maximum density, bearing slabs
                            and walks - not less than 98% maximum density; sodded, planted and non-
                            paved areas - 90% maximum density, earth berm with concrete rubble
                            beneath, located at the far west side of the project area - 80% maximum
                            density.

                     C.     Provide equipment capable of adding measured amounts of moisture to the
                            soil material if determined necessary by moisture-density relation tests by
                            geotechnical engineer. The moisture content in the soil material at the time
                            of compaction shall be sure as to result in reasonably stable lifts. Soil
                            material shall be moistened/dried by approved methods prior to continuing
                            compaction operations.

              3.6    BACKFILL AND FILL


                     A.     Backfill and fill shall consist of the placement of specified backfill and fill
                            materials, in layers, in excavated and unexcavated areas to the proper
                            elevations required to implement the design as shown on the Drawings.

                     B.     Excavations shall be backfilled as soon as the work permits after inspection,
                            testing and approval by Architect. Remove all trash and debris, including
                            form work and bracing, before backfilling.










                SVM-8801                                                                              02200-10
                Mt. Elliott Park


                       C.     Approved backfiil and fill materials shall be placed in lifts not exceeding eight
                              (8") inches in thickness, loose measurement, and shall be built up in
                              horizontal layers as nearly even as practicable to prevent thickness of lift
                              from exceeding that specified. Within restricted areas, the thickness of each
                              lift shall not exceed eight (8") inches, loose measurement.

                       D.     Each lift shall be compacted to achieve the required uniform density
                              specified in Part 3.2, Compaction. The degree of compaction shall be
                              checked by the geothechnical engineer and engineer and each successive
                              lift shall not be placed or compacted until the lower layer has been
                              inspection and approved by the geotechnical engineer. At least three (3)
                              passes shall be made on each lift.

                       E.     Where, in the Geotechnical Engineer and Engineer's opinion, the stability of
                              the compacted fill is questionable, the Contractor shall compact the area
                              using suitable equipment and shall repair any areas of gross instability.

                       F.     No fill shall be placed on frozen subbase, nor shall any frozen materials be
                              utilized a fill.


                3.7 SUB-BASE INSTALLATION


                       A.     Carefully place the specified subbase materials in area as shown on the
                              drawings, uniformly attaining the specified thickness and maximum density
                              requirements required during backfill compaction. All subbase work shall
                              be in compliance with City of Detroit specifications, Geotechnical Engineer
                              and as approved by Architect.

                3.8 GRADING


                       A.     Only on site materials that meet the requirements specified in Part 2.
                              Products will be permitted to be used for on site grading operations.

                       B.     All excavated material to remain on site shall be evenly distributed
                              throughout the entire site, do not concentrate particular soils in one location
                              but rather blend excavated materials.


                       C.     Perform to the elevations shown on the drawings all grading and
                              compaction and as required to properly drain all paved and non-paved
                              areas.


                       D.     Surface fill for all paved and non-paved areas shall be smooth and even,











             SVM-8801                                                                           02200-11
              Mt. Elliott Park



                            free of voids, and within plus or minus 1/10 foot of specified elevations
                            shown on drawings.

                     E.     Completed graded areas shall be protected from traffic and erosion.
                            Contractor shall repair and re-establish all disturbed grades as required to
                            the satisfaction of the Architect, without additional cost to the Owner.

                     F.     Disturbed areas shall be capped with a minimum of 6" depth including clean
                            earth from site and 2" top soil cover.

                     G.     Concrete rip-rap edge shall be as described in Part 2.1, D, Products.
                            Contractor shall break up any surface exposed existing pieces larger than
                            3 square feet. Contractor to create a clean tight and uniform slope.

              3.9    SOIL EROSION CONTROL MEASURES


                     A.     The Contractor Shall execute all construction work carefully to prevent soil
                            erosion and control soil sedimentation. The Contractor shall follow all State
                            and Local requirements. specifically, the requirements of the State of
                            Michigan's Soil Erosion and Sedimentation Control Law of 1972,
                            Implementing Act 347, as amended, those measures contained within these
                            specifications, and all sketches contained within this Earthwork Section,
                            02200.



                                         END OF EARTHWORK SECTION












              SVM-8801                                                                                 02360-1
              Mt. Elliott Park



                                                    SECTION 02360
                                                     DRIVEN PILING


              PART11:GENERAL


              1.1    DESCRIPTION


                     A.      The work included under this Section includes the installation of driven steel
                             piles through the existing rubble fill materials to bear on the underlying
                             hardpan formation at the locations shown on the Contract Drawings.

                     B.      It is the intent of these specifications that the piles be driven through any
                             obstructions encountered below the water table.              The Contractors's
                             equipment shall be capable of withstanding the stresses resulting from
                             advancing the pile through the existing rubble fill.

              1.2 SURVEY AND LAYOUTS

                     A.      The Contractor shall establish all lines, levels, grades, bench marks, and
                             measurements incidental to the accurate layout of the work of this Contract.
                             The Contractor shall maintain and protect all bench marks and batter boards
                             against displacement and damage. All piles shall be cut off to a final cutoff
                             elevation within one inch (11") of that elevation shown on the Drawing, and
                             the Contractor shall be responsible for the necessary engineering to
                             complete this portion of the work.

              1.3 SITE INFORMATION


                     A.      The Contractor shall examine the site to ascertain the state thereof and the
                             conditions under which the work is to be done.

                     B.      Logs of soil borings taken on the site and other related and pertinent
                             information have been made available by the Owner.

                     C.      It is expressly understood that the Contractor assumes full responsibility for
                             interpreting boring data and for the conclusions drawn from the information
                             furnished to him and from his inspection of available information on the site.
                             The Contractor shall familiarize himself with the geological formation of the
                             area and the possibility of encountering water, gas, obstructions, or other
                             conditions if the construction of the piling. t4o claim for extra compensation
                             or extension of time will be considered because of groundwater or gas
                             conditions different from those indicated by the borings or the Drawings.











               SVM-8801                                                                               02360-2
               Mt. Elliott Park



               PART 2: MATERIALS


               2.1    STEEL PILES

                      A.     The rolled steel sections and splices shall conform to the standard
                             specifications of the American Society for Testing Materials for steel bridges
                             and buildings, Serial Designation A36, latest addition. Splices shall be made
                             with full penetration butt welds and cover plates suitablefor developing the
                             full value of the pile in bending. They shall be designed and constructed to
                             maintain the true alignment and position of the pile section. Pile splicer shall
                             conform to the details attached. All welding and preparation for welding
                             shall be done by approved methods using proper materials and qualified
                             personnel. ' All splicing and welding shall be done to the complete
                             satisfaction of the Engineer.

                      B.     Steel piles shall be W 14 x 342 or an Engineer approved equivalent.

                      C.     Each pile shall be provided with a rock point or reinforced tip to prevent
                             damage to the pile material when driving through the concrete rubble.

               2.2 EQUIPMENT AND METHODS

                      A.     The Contractor shall provide suitable and adequate equipment for the
                             performance of the work. Pile driver leads shall be rigidly attached and
                             braced to the platform of the driving rigs. Free swinging leads shall not be
                             permitted. The heads of piles or pile casings driven shall be cut square to
                             their longitudinal axis and shall be protected against damage and
                             deformation during driving by the use of an approved steel helmet having
                             a socketed bottom which shall fit snugly as the case may be onto the butt
                             of the pile. Pile hammer to be air, not diesel.

                      B.     The cushion block shall be supplied. The materials used shall dissipate heat
                             rapidly enough to protect the cushion block against heat damage, yet they
                             also shall transmit the maximum amount of energy from the hammer to the
                             pile. The maximum height of the stack shall be 22 inches. The top plate
                             in the stack shall be 2 inch thick round steel plate slightly smaller in diameter
                             than the inside of the helmet chamber.

                      C.     Cushioning material shall be added a necessary to keep the hammer energy
                             transmission at its maximum.






                           MICHIGAN DEPARTMENT OF STATE KIGHWAYS & TRANSPORTATION
      REVISED BY: D.D.A.                                                    ISSUED:         7
      ORA" BY:    J.L.R.                 H  PILE    SPI. I CE               AOPROVO: JC7-
      CHECKED BY: W.B.B.        (FULL   PENETRATION    BUTT   WELD)










                                                                           T
                                         PILE EXTENSION                       A         4;1
                                                                                         N

          DETAIL A
                                                  (TYP.)                                45
                                        T-
                                               A
                                              459




                                         DRIVEN PILE


                                                                      OETAILiA






                BUTT WELD SPLICE DETAIL


                                                        (TYP.
               DETAIL 8-,..                T - 1/8 1 /8                  600
                                                 6Do



                                                                                 IV




                            '---HORIZONTAL POSITION                  BETA I L
                                            /18
                                             4 5@





                                                6 @O




                NOTE:   USE DETAIL A WHEN WELDING FILES IN PLACE (HORIZONTAL J INT).l
                        USE DETAIL 8 FOR WELDING WHEN PILE IS IN HORIZONTAL PO ITI
                                                                                x a    8.21. 02A
                                                                          hrtl&@ nly











               SVM-8801                                                                               02360-3
               Mt. Elliott Park


                      D.     No cushion discs shall be introduced into the hammer during the time the
                             pile is taking its final set, and blows shall not be counted until at least one
                             minute of continuous operation after the introduction of such material.
                             Frequent or continuous introduction of any material intended to cushion the
                             hammer is prohibited.

               PART 3: EXECUTION


               3.1 PRE-EXCAVATION

                      A.     Large pieces of rubble which are present above the waterline at the design
                             pile locations shall be moved to allow the pile to be initially located as shown
                             on the Contract Drawings.

               3.2 OBSTRUCTION


                      A.     Should obstructions be encountered in the rubble below the water table, it
                             is the intent of these specifications that the pile be driven through these
                             obstructions.


               3.3 DRIVING

                      A.     Each pile shall bear on the lodgement till which overlays the bedrock. This
                             strata is commonly referred to as hardpan.

                      B.     The Contractor shall provide a hammer assembly which is capable of driving
                             the support piles through the existing fill and rubble deposits at the site. The
                             hammer assembly used for driving each pile shall be a single acting air-
                             steam hammer. As a minimum, the hammer used shall develop 50,000 foot
                             pound or more energy. The final driving resistance shall be established by
                             wave equation method prior to the start of work based on actual hammer
                             and pile section provided by the Contractor, subject to approval by the
                             Engineer.

                      C.     The maximum variation of any pile from its required location hall be 6 inches
                             at its cutoff elevation.     Rotation of the pile during driving may be
                             encountered and should be evaluation by the Engineer.





                                                END OF DRIVEN PILING














              SVM-8801                                                                                 02500-1
              Mt. Elliott Park



                                                     SECTION 02500
                                                     SITE UTILITIES


              PART1:GENERAL


              1.1     DESCRIPTION

                      A.     In general, the work under this Section includes the following items:

                             1.     Installation of site sleeves and conduit for future service.

                             2.     Relocation and adjustment of existing miscellaneous utilities.

              1.2 RELATED WORK SPECIFIED ELSEWHERE

                      A.     Sub-Surface Conditions, Section 02010

                      B.     Earthwork, Section 02200

                      C.     Concrete Work, Section 03300

              1.3 PERMITS AND INSPECTION

                      A.     The work under this Section shall comply with all applicable codes and
                             specifications of the City of Detroit Building, Public Utilities and the National
                             Fire Codes of the National Fire Protection Association.

                      B.     After entering into the Contract, the Contractor will be held responsible to
                             complete all work necessary to meet the requirements of said laws, codes.
                             When the work required by the Drawings and Specifications exceeds said
                             requirements, then the requirements of the Drawings and Specification shall
                             rule.   When a discrepancy arises between codes and Drawings or
                             Specification the Contractor shall notify the Architect.

                      C.     All public utilities, including building connections, whether or not indicated
                             on the Drawings which are adjacent to the construction but which, in the
                             judgement of- the Engineer Inspector, may be left in place, shall be
                             maintained in'such a manner as to secure the safety of the public and of
                             adjacent structures or utilities.

                      D.     When the Contractor deems in unsafe, impractical, or impossible to
                             construct the work without moving a utility, he shall so notify the Architect
                             and the Engineer Inspector. Should the Engineer concur in the Contractor's
                             opinion, the Contractor shall notify the utility concerned to have said utility
                             moved accordingly. The work of moving said utility shall be without expense












              SVM-8801                                                                               02500-2
              .Mt. Elliott Park



                             to the Contractor.

                      E.     Active utilities shown on the.Drawings shall be adequately protected from
                             damage and removed and relocated only as indicated or specified.

                      F.     Active utilities not shown on the Drawings shall be protected or relocated
                             in accordance with instruction of the Owner, and the contract price may be
                             adjusted for such work.

                      G.     Inactive and abandoned utilities not shown on plans encountered in
                             excavation and grading operations shall be removed, plugged or capped
                             ff required or as the Owner may direct the Contractor. Report in writing the
                             location of such abandoned utilities. This work shall be an extra to the
                             contract price. The contract price may be adjusted upor. nrior agreement
                             between the Owner and the Contractor.


              PART 2: PRODUCTS


              2.1     GENERAL

                      A.     All materials and equipment furnished under this Section shall comply with
                             the latest National Fire Protection Association Codes., IEEE, NEC, NEMA,
                             AEIC and ANSI Standards for that class of equipment and shall comply with
                             the applicable City of Detroit specifications, and shall be U.L. listed, and are
                             subject to approval by the Architect.

                      B.     Backfill and bedding materials: Shall be as specified in Section 02200,
                             Earthwork.


              2.2     "BLANIC PIPE


                      A.     Shall be schedule 80 PVC, minimum 24" cover.

              2.3     SITE DRAINAGE PIPE

                      A.     Shall be per ASTIVI standards, reinforced concrete pipe of the size and class
                             shown on the Drawings.

              2.4     CATCH BASIN MATERIALS

                      A.     Shall be per City of Detroit Standards.













            SVM-8801                                                                             02500-3
            Mt. Elliott. Park



            PART 3: EXECUTION


            3.1     GENERAL

                    A.     Work shall be installed in accordance with applicable codes, the approved
                           shop drawings, and as shown on the Drawings.

            3.2     SITE UTILITY SERVICE


                    A.     Provide and install "Blank" PVC sleeves for service in the location as shown
                           on the Drawings and as approved by the Architect.

            3.3     SITE DRAINAGE

                    A.     Provide and install drainage pipe for future drainage system as shown on
                           the Drawings and as approved by the Architect.

                    B.     Place all pipe to the grades and alignment shown on the Drawings. the lines

                    C.     Lay pipe in strict accordance with manufacturer's recommendations, City of
                           Detroit Standards, and Architect's approval.

            3.4, EXISTING UTILITY ADJUSTMENT


                    A.     Raise all rim elevations of manholes, catch basins, electrical boxes and other
                           existing structures to meet new finish grades of paving and/or lawn area.
                           As shown on drawings.

                                             END OF SITE UTILITIES














        SVM-8801                                          02930-1
        Mt. Elliott Park



                              SECTION 02930
                                SEEDING


        PART1:GENERAL


        1.1 WORK INCLUDED

            A.   In general, the work under this Section, includes but is not limited to the
                 following:

                 1.  Seeding.

        1.2 RELATED WORK SPECIFIED ELSEWHERE


            A.   Earthwork, Section 02200

        1.3 SUBMITTALS

            A.   Submit the following:

                 1 . Grass seed source, brand and variety.

                 2.  Fertilizer type and manufacturer.

                 3.  Mulch type and manufacturer.

                 4.  Mulch tie down and manufacturer.


        PART 2: PRODUCTS


        2.1 GRASS SEED

            A.   The grass seed shall be a mixture of various types in the following
                 proportions:

                 Rough Kentucky Bluegrass - 25%
                 Creeping Red, Fescue - 5%
                 Perennial Ryegrass - 30%
                 Annual Ryegrass - 10%
                 Timothy - 20%
                 Barnyard - 10%

            B.   All seed shall be of the highest quality and purity available and shall be
                 fresh, clean, new-crop seed.












              SVM-8801                                                                            02930-2
              Mt. Elliott Park



                     C.     Weed seed content shall not exceed 0.30 of 1%.

                     D.     All brands to be submitted @y the Contractor and then reviewed by the
                            Architect.


              2.2    FERTILIZER

                     A.     Fertilizer for hydro-seeding to be approved, standard'commercial brand
                            complete, dry and free-flowing in character, with a guaranteed analysis
                            shown on each bag, testing not less than 12-12-12.

              2.3 MULCH


                     A.     Shall contain a water soluble, ncn-to)dc green dye and a non-toxic
                            dispersing agent

                     B.     Shall be natural cellulose wood fiber product such as "Silva-Fiber" by
                            Weyerhauser Company or "Conwed" by Agronomy Products, Inc. No paper
                            mulch will be allowed.


              2.4    WETTING AGENT


                     A.     Shall be water.


              2.5    MULCH TIE DOWN


                     A.     Shall be "Landtrak" or "Curasol" by American HoIschst Corp., or "Teratach"
                            by Dow Chemical Company.

              PART 3: EXECUTION


              3.1    MIXING

                     A.     An aqueous mixture of the following material and proportions shall be
                            thoroughly mixed by agitation to uniform suspension in a hydro-seeding
                            tank:

                            Seed Mixture                250 lbs/acre
                            Fertilizer                  450 lbs/acre
                            Mulch                       1500/lbs/acre
                            Mulch Tie-Down              132 lbs/acre
                            Wetting Agent               As required













            SVM-8801                                                                             02930-3
            Mt. Elliott. Park



            3.2 PROTECTION

                    A.     Prior to commencement of spraying operations, protect walks, buildings,
                           walls or other existing features from the hydro-seeding spray with
                           polyethylene or other suitable materials and means. Any spray material
                           which should come in contact with one of the aforesaid items shall be
                           thoroughly cleaned off the item.

            3.3 APPLICATION

                    A.     No hydroseeding shall be installed prior to Owner and Architect approval of
                           grading.

                    B.     Immediately before seeding, scarify, loosen, float and drag topsoil as
                           necessary to bring it to the proper condition. Remove foreign matter larger
                           than 2" in diameter. One of the basis of acceptance shal'! be no bare spots
                           greater than one square foot of area.

                    C.     The hydro-seed mixture shall be constantly agitated from the time of mixture
                           to the time of application.

                    D.     The mixture shall be sprayed uniformly, avoiding misses and overlap, at
                           the rate of 1500 lbs of mulch/acre.

            3.4     ACCEPTANCE

                    A.     The Contractor shall submit a request for inspection when the grass is
                           firmly knit and after at least two mowings.

                    B.     Maintenance and mowing required, keeping turfgrass height at
                           approximately 1-1 /2 inch height when mowed and cutting as required but
                           allowing grass to grow no greater than 3 inches in height.

                    C.     Edge all walk and plaza areas and trim along all wall, trdes, etc., each
                           mowing.

                    D.     The Contractor shall maintain all lawn areas until Thanksgiving day 1991
                           maintenance includes watering through germination and watering as
                           necessary beyond that, mowing, trimming, weed control and pest control
                           applications, fertilizing and other maintenance necessary to keep the grass
                           in a thriving, first quality condition. Bare spots larger than one foot square
                           will be a basis for rejection.

                    E.     Upon acceptance by the Architect and Owner of the Hydro Seeded area the
                           contractor will have no further responsibility for maintenance of his work.










             SVM-8801                                                                 02930-4
            .Mt. Elliott Park



             3.5 CLEANING

                   A.    Excess and waste material shall be removed from the site. All pavements
                         shall be left broom cleaned..'



                                            END OF SEEDING









               SVM-8801                                                                         03300-1
               Mt. Elliott Park



                                                  SECTION 03300
                                    CONCRETE WORK AND REINFORCEMENT


               PART1: GENERAL


               1.1   DESCRIPTION


                     A.     The work under this Section generally includes all form work, concrete work
                            and reinforcement for the following:

                            1 .     Cast-in-place concrete walkways.

                            2.      Cast-in-place concrete footings.

                            3.      Cast-in-place concrete seawall cantilevered deck.

                            4.      Concrete columns for pile encasement

               1.2 RELATED WOR        K SPECIFIED ELSEWHERE


                     A.     Subsurface Conditions, Section 02010

                     B.     Earthwork Section, 02200


               1.3   SUBMITTALS


                     A.     In compliance with Section 01300, submit the following:

                            1 .     Concrete mix design for all types of concrete proposed.

                            2.      Shop Drawings of reinforcing bars in compliance with ACI 315.

                            3.      Accompanying number (2), steel producer's certificates of mill
                                    analysis, tensile and bend tests for reinforcing steel.

                            4.      A procedure and schedul6 for constructing all concrete work. this
                                    procedure and schedule must be reviewed by the Owner and
                                    Architect prior to commencing construction.

                            5.      Aggregates to be used in the exposed aggregate concrete mix.

                            6.      Expansion joint materials, including sealant color chart.








                  SVM-8801                                                                                   03300-2
                  Mt. Elliott Park



                                 7.      Material specifications and testing information for all miscellaneous
                                         hardware.


                                 8.      Method of executing exposed aggregate finishing.

                                 9.      Shop Drawings and materials for slip dowels.

                  1.4 JOB MOCK-UP

                         A.      Construct a mock-up sample minimum area 8'x 13'of the exposed
                                 aggregate concrete and plain finish walkway surface and the concrete
                                 columns which shall include typical jointing, finish, texture and color required
                                 in actual construction, 30 days prior to commencing work.

                         B.      Make all mock-up samples as necessary until acceptance by the Architect.
                                 The selected mock-up shall be matched throughout the project and may be
                                 constructed as part of the work. (location for mock-up as shown on
                                 drawings).

                  1.5 TESTING


                         A.      Cooperate and coordinate all services of a qualified testing laboratory
                                 satisfactory to the Owner and the Architect. The cost for all testing in this
                                 Section of the work shall be the responsibility of the Contractor.

                         B.      Two (2) cylinders shall be taken for each pour of the grade beams, and
                                 columns, and tested at 7 days and 28 days. Test cylinders shall be taken
                                 at a minimum rate of 2 per 1500 square feet of flatwork or 2 per days pour
                                 which even is greater. Testing shall meet the requirements of ASTM C-495,
                                 except that test specimens shall not be oven dried prior to compressive
                                 testing.

                         C.      Test results (3 copies each) shall be forwarded from the testing laboratory
                                 directly to the, Architect, Contractor, and Owner.

                         D.      Should any test results prove unsatisfactory, the Contractor shall provide at
                                 least two cores from the area which failed to comply with the specifications,
                                 at his cost.


                         E.      Failure of core results will require removal and replacement of areas failin
                                                                 1--i                                                9
                                 to meet specifications entirely at the Contractor's cost including all
                                 associated delay costs.









                  SVM-8801                                                                                          03300-3
                  Mt. Elliott Park



                          F.       The Contractor shall notify the Architect and testing service 3 days prior to
                                   starting the various phases of the concrete work.

                  1.6     REFERENCE SPECIFICATIONS

                          A.       City of Detroit, Department of Public Works, "Standard Specifications for
                                   Raving and Related Construction", dated January 1984, as amended to
                                   date, is incorporated by reference to applicable articles.

                  PART 2: PRODUCTS


                  2.1 WATER, CEMENT, FINE AGGREGATE, COARSE AGGREGATE, ADMIXTURES

                          A.       For all concrete work shall be as specified in Article 4.11 and 4.111 of the
                                   City of Detroit Standard Specifications and as superceded by the following
                                   requirements:

                          B.       Concrete work shall be as specified in The City of Detroit Standard
                                   Specifications and as superceded by the following requirements:

                                   1.      Concrete Mix

                                           Sand:                           2NS Sand, ASTM C-33               1350    pounds
                                           Coarse Aggregate:               6AA Limestone France Stone
                                                                           ASTM C-33                         1680    pounds
                                           Cement:                         Type 1, ASTM C150                 588     pounds
                                           Water:                          City Tap Water                    31.5    gallons
                                           Admixture:                      ASTM C260, Darex A.E.A.
                                                                           by W.R. Grace and Co.             11.3 oz./cu.yd.

                                   2.      Exposed Aggregate Concrete Mix

                                           Sand:                           2NS Sand, ASTM C-33               1080    pounds
                                           Course Aggregate:               6AA Pebble ASTM C-33                      1 9 8 0
                                                                                                                     pounds
                                           Cement:                         Type 1, ASTM C150                 588     pounds
                                           Water:                          City Tap Water                    31.5    gallons
                                           Admixture:                      - ASTM C260, Darex A.E.A          10.6    oz./cu.
                                                                                                                     yd
                                                                             Pebble, washed, submit sample
                  2.2 CUF31NG AND SEALER

                          A.       Ashford Formula by Cure Crete Chemical Co. applied in strict accordance
                                   with the directions of the manufacturers, and Michigan Protective Coating
                                   Tele: 52',s@--1787A.








                 SVM-8801                                                                             03300-4
                 Mt. Elliott Park



                 2.3 'EXPANSION JOINT MATERIAL

                        A.     Provide resilient and non-extruding type premolded bituminous impregnated
                               fiberboard units complying with ASTM D1751, FS-HH-F-341, Type 1 and
                               ASSHO M213.


                        B.     Fibre: W.R. Meadows, Inc. Sealight.
                        C.     Dowels shall be as specified in Article 5.11.2. unless otherwise noted.

                 2.4    JOINT SEALANT


                        A.     Joint sealant shall be a one part polyuretheane sealant in a limestone color.
                               Material shall conform to Federal Specifications TT-S-0023oc. Material shall
                               be Sikaplex Sealant or equal.

                        B.     Sealant Backer Rod:       Compressible rod stock of polyethylene foam,
                               polyethylene jacketed foam, butyl rubber foam, neoprene foam or other
                               flexible, permanent, durable non-absorptive material as recommended for
                               compatibility with sealant by sealant manufacturer.

                        C.     Joint Primer/Sealer: Provide type of joint primer/sealer as recommended
                               by sealant manufacturer for joint surfaces to be sealed.

                        D.     Bond Breaker Tape: Polyethylene tape or plastic as recommended by
                               sealant manufacturer to be applied to sealant contact surfaces where bond
                               to substrate of joint filler must be avoided for proper performance of sealant.
                               Provide self-adhesive tape wherever possible.

                 2.5 CONTROL JOINTS


                        A.     1/8" x 1-1/2" saw cut.

                 2.6 FORMWORK

                        A.     Shall be wood or steel of sufficient strength to resist springing during
                               concrete place operations and shall comply to ACI-347.

                        B.     Shall be straight and free of warp., A form which varies    more than 1/8" in
                               10" in either vertical or horizontal directions will not be permitted.

                        C.     Wood forms shall be No. 2 common or better lumber, dressed on one side,
                               not less than 3" minimal thickness, and of a width equal to not less than the









                SVM-8801                                                                           03300-5
                Mt. Elliott Park


                              full depth of the concrete at the edge. Plywood shall not be less than 5-ply,
                              5/8" thick.

                       D.     Form ties shall be commercially fabricated type designed for specific wall
                              thickness required. After removal of external portion no metal shall remain
                              closer than 1 " from surface. Spreader cones on ties shall not exceed 1 " in
                              diameter. Do not use wire ties and wood spreaders.

                       E.     Form release agents shall be non-oil base materials which will not stain or
                              cause imperfections on the concrete surface.

                2.7 FORM LINER


                       A.     Formliner for textured concrete surfaces my be constructed from sheet
                              metal, is available from Alva Greer and Sons, Tel. 776-6110, 16925 Cutler
                              Ct., Fraser, Michigan 48026, reference Chene Park job.

                       B.     Submit for approval to Architect.

                2.9    SURFACE RETARDANT

                       A.     Exposed aggregate finish surface shall be exposed by use of surface
                              retardant "Preco EAC - S" or approved equal.

                2.10   REINFORCEMENT


                       A.     Resteel: All reinforcing bars, dowels and ties shall be epoxy coated and
                              conform to ASTM A-165, Grade 60 as called for on the Drawings. Steel
                              wire shall comply with ASTM A-82. Welded wire fabric shall conform to
                              ASTM-A185.


                       B.     Supports for reinforcement: Bolsters, chairs, spacers and other devices for
                              spacing, supporting and fastening reinforcement in place shall be epoxy
                              coated and as indicated below:

                              1 .    Use wire bar type support@ complying with CRSI recommendations,
                                     unless otherwise indicated. Do not use wood, brick and other
                                     unacceptable materials.

                              2.     For slabs on grade, use supports with sand plates or horizontal
                                     runners where base, material will not support chair legs.








                 SVM-8801                                                                                 03300-6
                  Mt. Elliott Park


                                 3.     For exposed to view concrete surfaces, where legs of supports are
                                        in contact with forms, provide supports with epoxy coated or plastic
                                        coated legs.

                         C.      Fabricate reinforcing bars to conform to required shapes and dimensions,
                                 with fabrication tolerances complying with CRSI Manual.              In case of
                                 fabricating error, do not rebend orstraighten reinforcement in a manner that
                                 will injure or weaken the material.

                         D.      Unacceptable materials: Reinforcement with any of the following defects will
                                 not be permitted in the work.

                                 1.     Bar lengths, depths and bends exceeding specified fabrication
                                        tolerances.
                                 2.     Bends or kinks not indicated on the Drawings or final shop drawings.

                                 3.     Bars with reduced croSS-SeCtion due to excessive rusting or other
                                        cause.


                         E.      All reinforcing steel shall be continuous and shall have a minimum 36 bar
                                 diameter class "C" lap. All materials shall conform to City of Detroit
                                 Standard Specifications 5.11.2 for Resteel Reinforcement.

                         F.      Design, fabrication and erection of steel to be per ACI Code and CRSI
                                 Recommendations.


                         G.      All reinforcement shall have a minimum of 1.5" cover.


                 2.10 NONSKRINK GROUT

                         A.      Nonshrink grout shall be a ready-to-use non-metallic aggregate product
                                 requiring only the addition of water at the job site, and shall have the
                                 following attributes.

                                 1.     Be capable of producing a flowable grouting material having no
                                        drying shrinkage or settlerhent at any age.

                                 2.     The compressive strength of grout (50 mm or 2" cubes) shall be not
                                        less than 5,000 psi at age seven days, and 7,500 psi at age 28 days.

                         B.      Store,  mix and place the nonshrink grout in strict accordance with
                                 manufacturer's recommendations as approved by the Architect.









                SVM-8801                                                                             03300-7
                Mt. Elliott Park



                PART 3: EXECUTION


                3.1    GENERAL

                       A.     Concrete shall not be placed during rain, sleet or snow and surfaces shall
                              be,protected from damage from same.

                       B.     Cold weather requirements: These shall conform to ACI 306 and to the
                              following:

                              1.     When air temperature is, or is expected to fall, below 40 degrees
                                     Fahrenheit, all water and aggregates shall be heated before mixing
                                     as necessary to obtain a mixture temperature of at least 60 degrees
                                     Fahrenheit, not over 80 degrees Fahrenheit.

                              2.     Use of anti-freeze agents and chemical admixtures to accelerate
                                     setting during cold weather is not permitted.

                              3.     Frozen materials or materials containing ice shall not be used. All
                                     concrete, reinforcement, forms, fillers and ground against which new
                                     concrete will be placed shall be free from frost.

                              4.     When air temperature is, or is expected to fall below 40- degrees
                                     Fahrenheit, adequate means shall be provided for maintaining a
                                     temperature of not less than 70 degrees Fahrenheit for three (3)
                                     days of 50 degrees Fahrenheit for five (5) days in the area where
                                     concrete is being placed and after placing.

                              5.     Heating devices shall be oil fired or butane blower type with diffusers
                                     to spread heat uniformly. Temperature of air at surfaces of concrete
                                     shall not exceed 80 degrees Fahrenheit.         Start heating units a
                                     sufficient time before placing concrete to warm forms and space.
                                     Heaters shall be attended at all times.


                              6.     Rapid dry out of concrete due to overheating and sudden changes
                                     in temperature shall be avbided.

                       C.     Hot weather requirements: These shall conform to ACI 305 and to the.
                              following:

                              1.     Ingredients shall be cooled before mixing to maintain concrete
                                     temperature below 90 degrees Fahrenheit at time of placement.








                SVM-8801                                                                         03300-8
                Mt. Elliott Park



                              2.     Wet forms thoroughly before placing concrete.

                                     Concrete delivered to the site and allowed to overheat in the truck
                                     prior to placement are grounds for the rejection of the load which
                                     shall be removed from the site at no cost to the Owner.


                       D.     Qoncrete must be placed within one hours time from point of batching at
                              the concrete plant. Contractor shall schedule his pours accordingly.

                3.2    REINFORCEMENT


                       A.     Store reinforcement at the job site in a manner to prevent damage and
                              accumulation of dirt and excessive rust.


                       B.     Comply with the specified standards for details and methods of
                              reinforcement placement and supports, and as herein specified.

                       C.     Epoxy coat all reinforcing steel.

                       D.     Position, support and secure     reinforcement against displacement by
                              formwork, construction of concrete placement operations. Locate and
                              support reinforcing by metal chairs, runners, bolsters, spacers and hangers
                              as required. Placing, spacing tolerances and protection shall comply with
                              the requirements of ACI-318.

                       E.     Place reinforcement to obtain the minimum coverage for concrete
                              protection. Arrange, space and securely tie bars and bar supports together
                              with 16 gauge wire to hold reinforcement accurately in position during
                              concrete placement operations. Set wire ties so that twisted ends are
                              directed away from exposed concrete surfaces.

                       F.     Install welded wire fabric in as long lengths as practicable. Lap adjoining
                              pieces at least one full mesh.

                       G.     Provide sufficient numbers of supports and of strength to carry
                              reinforcement. do not place reinlorcing bars more than 5 cm (2") beyond
                              the last leg of any continuous bar support. Do not use supports as bases
                              for runways for concrete conveying equipment and similar construction.
                              loads.


                       H.     Splices: Provide standard reinforcement splices by lapping ends, placing
                              bars in contact, and tightly wire tying.









               SVM-8801                                                                               03300-9
               Mt. Elliott Park



                       1.     Examine the substrate, formwork and the conditions under which concrete
                              reinforcement is to be placed, and correct conditions which would prevent
                              proper and timely completion of the work. Do not proceed with the work
                              until unsatisfactory conditions have been corrected. Reinforcement shall be
                              located as shown on Drawings.          Concrete shall not be placed until
                              reinforcement has been inspected by the Owner or Architect.

               3.3 INSTALLING FORMWORK


                       A.     Forms and screeds shall be accurately set to the lines and grades indicated
                              on the Drawings.

                       B.     Securely stake formwork to prevent settlement or movement during
                              placement of concrete.

                       C.     Forms shall remain in place until the concrete is safely self-supporting and
                              shall be thoroughly cleaned and oiled, as necessary, with a non-staining oil
                              before concrete is placed against them.

                       D.     Provide formwork complete with centering, shoring, molds, and liners where
                              required to produce textured effect on concrete surfaces.

                       E.     All formwork where concrete will be shown exposed shall be constructed
                              to avoid fins, irregularities and other blemishes. Forms shall be mortar tight.

                       F.     Forms may be re-used except where noted, provided strength is unimpaired
                              during removal and all surfaces are thoroughly cleaned and reconditioned
                              and all edges are true.

                       G.     Give ample notice to allow for sufficient time for other trades to furnish
                              and/or place embedded items.

                       H.     Set all required steel frames, angles, grilles, bolts, inserts and other such
                              items required to be anchored in the concrete before the concrete is
                              placed. Anchor bolts and inserts shown or specified to be set in concrete
                              shall be accurately located to terhplate.

                       1.     Provide temporary bracing or shoring as required to fully insure the stability.
                              of the structure until the need no longer existing for their presence.

                       J.     Prior to placing concrete, notify Architect 24 hours in advance for ins  pection
                              and approval of formwork and reinforcing steel. All embedded items shall









                SVM-8801                                                                          03300-10
                Mt. Elliott Park



                              be in place for this inspection. Note: Approval from Architect does not
                              remove Contractor responsibility for all embedded items shown on the
                              Drawings or as specified herein.

                3.4 PREPARATION FOR CONCRETE PAVING


                       A.     Ir)sure surfaces against which concrete is to be placed are free from debris
                              loose materials, standing water, snOW, ice and other deleterious substances.

                       B.     Remove standing water without washing over freshly deposited concrete.

                       C.     Formwork shall be complete, reinforcement placed and secured, embedded
                              items installed, and work by other trades finished.

                       D.     Remove hardened concrete, debris and foreign materials from the interior
                              of formwork and from conveying equipment.

                       E.     Insure that reinforcement and other embedded items are securely in
                              position.

                       F.     Where concrete is placed on ground, all loose earth shall be removed and
                              excavation shall be level. Concrete shall not be placed in water or on
                              frozen or loosened ground.

                       G.     When the subgrade material is semi-porous and dry, immediately prior to
                              placing concrete, sprinkle subgrade with water as required to eliminate
                              suction.


                       H.     When the subgrade material is porous, seal the subgrade surface by
                              covering the surface with either waterproof paper or polyethylene sheet of
                              4 mil thickness: This may also be used over semi-porous and dry subgrade
                              surface in lieu of water sprinkling.

                3.5 CONCRETE FOOTINGS


                       A.     Footings are designed for 1000'psf soil bearing capacity. If soil of this
                              capacity is not found at the elevations indicated, footings shall be lowered
                              until soil of the required bearing capacity is found. Verify foundations soil
                              pressure in field by a soils laboratory.









                SVM-8801                                                                              03300-11
                Mt. Elliott Park



                3.6 HANDLING AND STORAGE OF CONCRETE MATERIALS


                        A.     Shall be in accordance with City of Detroit Standards.

                3.7 CONCRETE PROPORTIONING AND MIXING


                        A.     Water per sack of cement, including moisture in the aggregate shall not
                               e@ceed six gallons.

                        B.     The concrete mix deigns shall have a minimum compressive strength of
                               4,000 psi at 28 days with 6% + - 1 % entrained air where exposed to
                               weather.


                        C.     The minimum cement content of this concrete shall be 6-1/4 standard 94#
                               sacks of cement per cubic yard of concrete.

                        D.     Materials shall be accurately measured and thoroughly mixed until there is
                               uniform distribution of materials and mass in uniform in -color and
                               homogeneous.

                        E.     The slump shall not exceed 3-1/2".

                        F.     Air entraining shall comprise not less than 5% nor more than 7% of its total
                               concrete volume.


                        G.     Retempering is not acceptable.

                        H.     Ready mixed concrete may be used provided it is mixed and delivered in
                               accordance with "Specifications for Ready-Mixed Concrete", ASTM C-94 and
                               provided it meets the requirements for air entrainment set forth herein.

                        1.     No frozen, cubed or lump materials shall be used.

                3.8 CONVEYING CONCRETE


                        A.     Concrete shall be handle from the mixer to the place of final deposit as
                               rapidly as practicable by methods which will prevent separation or loss of
                               the ingredients and in a manner,which will insure that required quality of
                               concrete is obtained.


                        B.     Conveying equipment and operations shall conform to ap                   plicable
                               recommendations of ACI-304.









                  SVM-8801                                                                                03300-12
                  Mt. Elliott Park



                          C.     Chutes shall be metal or metal line@cl. Maximum drop from chutes shall be
                                 there (3) feet. Minimum chute slope shall be 1:2 (vertical/horizontal). An
                                 elephant trunk or similar style placement device shall be used in walls over
                                 3 feet in height.

                  3.9 PLACING CONCRETE


                          A.     P rior to placement, inspect and complete the forr-riwork installation,
                                 reinforcing steel, and items to be embedded or cast-in, including all utility
                                 conduits, as shown on the Drawings or detailed in the Shop Drawings.
                                 Notify other crafts to permit the installation of their work; cooperate with
                                 other trades in setting such work.

                          B.     Coordinate the installation of joint material with placement of forms and
                                 reinforcing steel.

                          C.     Comply with ACI-304.

                          D.     Deposit concrete continuously and as rapidly as practicable until the unit of
                                 operation is complete.

                          E.     Placing shall be so regulated that pressures of wet concrete shall not
                                 exceed those used in formwork design.

                          F.     Fill forms completely and take all precautions to prevent voids and surface
                                 defects. During and immediately after depositing the concrete, vibrate with
                                 suitable tools and requirement, and work it around the reinforcement,
                                 inserts and into corners of forms to prevent voids, pockets or honeycombs.
                                 Tapping or other external vibration will not be allowed.

                          G.     Check top of poured walls or other work where face of wall will be visible
                                 in its complete state. Float to level planes and straight edges.

                          H.     Placing concrete slabs:
                                 1.     Deposit and consolidate 6,oncrete slabs in a continuous operation
                                        within the limits of construction joints, until the placing of a panel or
                                        section is completed.

                                 2.     Consolidate concrete during placement by use of the specified
                                        equipment, thoroughly working concrete around the reinforcement
                                        and into corners.









                SVM-8801                                                                              03300-13
                Mt. Elliott Park



                               3.     Consolidate concrete in remainder of slabs by vibrating bridge
                                      screeds, roller pip screeds, or other methods acceptable to the
                                      Architect.


                               4.     Limit the time vibrating consolidation to prevent bringing and excess
                                      of fine aggregate to the surface.

                                      Bring slab surfaces to the correct level with a straight edge, and then
                                      strike off.


                               6.     Use bullfloats or clarbies to smooth the surface, leaving it free from
                                      bumps and hollows.

                               7.     Do not sprinkle water on the plastic surfaces; do not disturb the slab
                                      surfaces prior to start of finishing operations.

                3.10 INSTALLATION OF EXPOSED AGGREGATE FLATWORK


                       A.      Contractor shall submit a written proposed detail step-by-step method to the
                               Architect for approval as part of the submittals. THE METHOD OF
                               EXPOSED AGGREGATE INSTALLATION REFERRED TO AS "SEEDING"
                               WILL NOT BE PERMITTED.


                               1 .    Deposit and consolidate concrete slabs in a continuous operation
                                      within the limits of construction joints, until the placing of a panel or
                                      section is completed.

                               2.     Consolidate concrete during placement by use of the specified
                                      equipment, thoroughly working concrete around the reinforcement
                                      and into corners.


                               3.     Bring slab surfaces to the correct level with a straight edge, and then
                                      strike off.


                               4.     Use bullfloats or clarbies to smooth the surface, leaving it free from
                                      bumps and hollows.

                               5.     Do not sprinkle water on the plastic surfaces; do not disturb the slab.
                                      surfaces prior to start of finishing operations.

                       B.      The concrete shall be placed, leveled and floated in normal fashion.









                  SVM-8801                                                                                03300-14
                  Mt. Elliott Park



                          C.     Shortly following floating, retarder may be sprayed or brushed over the
                                 surface following manufacturers specifications.

                          D.     Immediately after the slab has been screened and darbied, the aggregate
                                 shall be 'washed' in a uniform manner until entire surface is exposed.

                          E.     A thorough 'exposing' of the embedded aggregate shall be performed until
                                 all aggregate is left just above the surface, leaving no holes or openings in
                                 the surfaces.


                          F.     The surface shall then be brushed and washed until all the aggregate is
                                 exposed and free of any cement film.

                  3.11 JOINTS


                          A.     Expansion Joints

                                 1.      Shall be provided as shown on the Drawings at all points of contact
                                         between slabs on ground.

                                 2.      Shall be 1/2" thickness unless otherwise indicated and run the full
                                         length of slab. Joint material shall be kept 1/2" below finish surface
                                         to allow for caulking.

                          B.     Construction Joints


                                 1 .     Provide construction joints as required to terminate pour, but only at
                                         expansion joints shown on Drawings.

                                 2.      Locate and install construction joints which are not shown on the
                                         Drawings, as not to impair the strength and appearance of the
                                         structure. Coordinate with Architect.


                                 3.      Reinforcement shall continue through the joint.

                                 4.      A minimum of 24 hours shall elapse between previously placed and
                                         fresh concrete at construction joints.

                                 5.      Immediately before continuing concrete placing at a construction
                                         joint, concrete shall be roughened, thoroughly cleaned, dampened
                                         and spread with neat portland cement grout.









               SVM-8801                                                                           03300-15
               Mt. Elliott Park



                       C.     Control Joints in Slabs


                              1.     Control joints are to be laid out with chalk and approved by the
                                     Architect before any saw cuts are made.

                              2.     Control joints are to be saw cut a approved by the Architect after
                                     slab has been placed and should be at least 1/3 the depth of the
                                     slab and 1/8" wide.

               3.12 FINISHING


                       A.     Concrete walking surfaces shall be carefully and uniformly broomed with a
                              fine bristled brush in one direction to match existing. Brush direction shall
                              be radially from the center of the circles and as approved by the Architect.

                       B.     Edges shall be rounded with 1/4" radius. Such edging shall be carefully
                              done to produce an evenly round edge, true to both line and grade. Neat
                              cement shall not be used as a dryer to facilitate the surface finishing.

                       C.     Rough form finish will be accepted for formed concrete surfaces not
                              exposed to view in the finished work.

                       D.     Smooth concrete surface in all areas noted to received a smooth rubbed
                              finish shall be produced on freshly hardened concrete which has been cast
                              against plywood forms and will be left exposed to view. All necessary
                              pointing shall have been done immediately after forms have been removed,
                              and rubbing shall be completed no later than the following day. Surface
                              shall be wetted and rubbed with carborundurn stone until a uniform color
                              and texture are produced and the surface is free of any marks and lines.
                              Also see 3.13 C.


                       E.     Tops of walls, horizontal offsets, and similar unformed surfaces occurring
                              adjacent to formed surfaces shall be struck smooth after concrete is placed
                              and shall be floated and steel troweled to a texture reasonably consistent
                              with that of formed surfaces. Final treatment of formed surfaces shall
                              continue uniformly across unforr@ecl surfaces.

               3.13 REMOVAL OF FORMS


                       A.     Formwork may be removed as soon as soon as concrete has hardened
                              sufficiently to resist damage from removal operations and requirements of
                              the item on Curing and Protection are met.








                 SVM-8801                                                                              03300-16
                 Mt. Elliott Park



                         B.     Form removal and reshoring system and operations shall be planned in
                                advance and shall be approved by the Architect.

                         C.     Reshoring shall be performed in such a manner and sequence that large
                                areas of new construction will not be required to support their own weight
                                and no injury to the concrete can occur. While reshoring is underway,
                                s,uperimposed loads shall not be permitted.

                         D.     Reshores shall be straight, true and plumb. Special care shall be taken
                                installing wedges or jacks to insure tight and concentric loading. The
                                system of reshores shall be adequately braced.

                 3.14 REPAIR OF SURFACE DEFECTS


                         A.     Concrete work which has not been installed as indicated on the Drawings
                                of which is out of line or level, or has defective surfaces, shall be considered
                                not to conform to the intent of these specifications and shall be removed
                                unless the Architect grants permission to patch defective arOas. Permission
                                to patch any special area shall not be considered a waiver of the Architect's
                                right to required complete removal of the defective work if patching does
                                not satisfactorily restore quality and appearance of surface.

                         B.     Immediately after stripping forms, inspect surfaces, cut ties, remove fins. or
                                projects, fill tie holes and patch any honey-combed spots.

                         C.     Patching shall be done before concrete is thoroughly dry. Patching shall be
                                with the same materials and proportions as the concrete except coarse
                                aggregate shall be omitted. On exposed work, white Portland cement shall
                                be substituted for a part of grey cement to produce a color matching that
                                of the surrounding concrete, as determined by a trial patch. Dampen the
                                area to be patched. Add only enough water to permit working mortar into
                                defects, strike off, and allow to set. Rub with carborundurn to bring surface
                                to same texture, color, etc. as adjacent surfaces.

                 3.15 CURING AND SEALER


                         A.     All freshly placed concrete shall be protected from premature drying and
                                excessively hot or cold temperatures, and shall be maintained with minimal
                                moisture loss at a relatively constant temperature for the period of time
                                necessary for hydration and proper hardening.

                         B.     Methods of Curing









                SVM-8801                                                                         03300-17
                Mt. Elliott Park



                             1.     Vertical Surfaces: The Curing compound shall be sprayed onto the
                                    vertical surfaces in strict accordance with the rate per the
                                    manufacturer's recommendations. Three applications shall be made
                                    in approximately 30 minutes time.

                             2.     Horizontal flat surfaces and ramps shall have the curing material
                                    applied while the "green" concrete is still wet, within an hour of
                                    finishing concrete. Contractor shall continuously apply material over
                                    a thirty minute time frame so as to keep concrete surface wet in
                                    accordance with the manufacturer's recommendations.


                             3.     Formed surfaces: Steel forms heated by the sun and all wood forms
                                    shall be kept wet. If forms are to be removed during the curing
                                    period, one of the above during applications shall be employed
                                    immediately. Vertical surfaces shall be rubbed as called for prior to
                                    application of curing compound.

                       C.    Duration of Curing: Curing shall continue until the cumulative number of
                             days or fractions thereof, not necessarily consecutive, during which the
                             temperature of the air in contact with the concrete is above 50 degrees
                             Fahrenheit has totalled seven (7) days. For high early strength concrete,
                             this total shall be three (3) days. Rapid drying at the end of the curing
                             period shall be prevented.

                3.16 MISCELLANEOUS CONCRETE WORK


                       A.    This trade shall fully cooperate with other trades to provide and install
                             required footing foundations, This work as shown on the Drawings includes
                             but is not limited to the following items of work:

                             1 .    All foundation for steel work.


                3.17 PROTECTION


                       A.    During the curing period, concrete shall be protected from damage,
                             particularly load stress, shock arid excessive vibration.

                       131.  All surfaces shall be protected'from damage caused by construction
                             equipment, materials or methods and by rain, water or defacement.









                SVM-8801                                                                           03300-18
                Mt. Elliott Park



                       C.     All placed concrete shall be protected from damage from all causes.
                              Sufficient covering material shall be kept available to protect the fresh
                              concrete from pitting and washing in case of rain. No one shall be allowed
                              to work on or otherwise disturb the concrete until it has thoroughly set.

                       D.     Any settlement, damages, defacement of defects occurring in any portion
                              of the work shall be repaired or that portion of the work replaced, as
                              directed by the Architect prior to and as a condition of final acceptance.

                       F.     Protect concrete paving from pedestrian and construction traffic for a period
                              of three (3) days after pouring.

                3.18 QUALITY OF WORKMANSHIP


                       A.     In the event any concrete work fails to meet specifications based on testing
                              requirements or ails to meet appearance standards as established by the
                              job mock-up sample, it shall be Subject to removal and replacement at the
                              Contractor's cost as directed in writing by the Architect.

                3.19 GUARANTEE


                       A.     The Contractor shall guarantee the concrete work for a period of two (2)
                              winters after installation. Any concrete which shows evidence of spaulding
                              or other defects shall be repaired or replaced to the satisfaction of the
                              Architect at no cost to the Owner.



                                END OF CONCRETE WORK AND REINFORCEMENT













              SVM-8801                                                                                05100-1
              Mt. Elliott Park



                                                    SECTION 05100                                     -
                                          STRUCTURAL METAL FRAMING


              PART1:GENERAL


              1.1    DESCRIPTION

                     A.      The work under this Section includes all structural metal framing as shown
                             on Drawings including steel columns, beams, joists, bearing plates, angles
                             and miscellaneous metal as necessary for a complete job.

              1.2 RELATED WORK SPECIFIED ELSEWHERE


                     A.      Metals Fabrications, Section 05500

                     B.      Painting, Section 09900 (shop coat included)

              1.3    QUALITY ASSURANCE


                     A.      Codes and Standards

                             1.     Comply with the provisions of the following, except as otherwise
                                    indicated:

                                    a.      AISC "Code of Standard Practice for Steel Buildings and
                                            Bridges".

                                    b.      AISC "Specifications for the Design, Fabrication, a- ---. Erection
                                            of Structural Steel for Buildings" includ'-             -,imentary"
                                            and Supplements thereto as issued.

                                    C.      AISC "Specifications for Structural Joints using ASTM A 325
                                            or 490 Bolts" approved by the Research Council on Riveted
                                            and Bolted Structural Joints of the Engineering Foundation.

                                    d.      AWS D1.1 "Structural Welding Code".

                                    e.      SDI "Basic Design Sp6cifications".

                                    f.      ASTM "American Society of Testing and Materials".

              1.4 SUBMITTALS

                     A.      Comply with pertinent provisions of Section 01300.











              SVM-8801                                                                      05100-2
              Mt. Elliott Park



                    B.     Shop Drawings:

                           1.    Submit Shop Drawings showing Complete details and schedules for
                                 the fabrication and shop assembly of members including metal
                                 decking.

                                 a.     Architect's review of Shop Drawings will be for general
                                        considerations only.   Compliance with requirements for
                                        materials, fabrication, and erection of structural steel is the
                                        Contractor's responsibility.

              PART 2: PRODUCTS


              2.1   MATERIALS

                    A.     Rolled Steel Plates, Structures Steel, Shapes, and Bars: ASTM A36.

                    B.     Hot Formed Steel Tubing: ASTM A501.

                    C.     Cold-Formed Steel Tubing: ASTM A500, Grade B.

                    D.     Unfinished Bolts and Nuts: ASTM A307, Grade A.

                    E.     Steel Pipe: ASTM A53, Type E or S, Grade B.

                    F.     High-Strength Bolts and Nuts: ASTM A325 or A490.

                    G.     Electrodes for Welding: Comply with AWS Code, E70XX Series.

                    H.     Galvanized Metal Deck Units: ASTM A446, Grade A: Finish ASTM A525,
                           A60.

                    1.     Sheet Metal Accessories: ASTM A526, commercial quality, galvanized.
                    J.     Metallic Non-Shrink Grout: Corps of Engineers CRD      -@588, Type M,
                           premixed factory-packages ferrous aggregate grouting compound.

                           1 .   Products offered by manufacturers to comply with the requirements
                                 include the following:

                                 a.     Embeco: Master Builders


                                 b.     Ferrolith G: Sonneborn












             SVM-8801                                                                            05100-3
             Mt. Elliott Park



                                  C.     Irontox: Toch Brothers


                                  d.     Kemox C: Sika Chemical


                                  e.     Vibra-Foil: W.B.Grace


                    K.      Adhesive Anchors: Adhesive anchors shall consist of all thread anchor rod,
                            nut, washer, and adhesive capsule. Anchor rods to be manufactured from:
                            (1) ASTIVI A307-80, Grade A, (2) AISI 4140, 4142, 4145, 4140H, 4142H, or
                            4145H meeting the requirements of ASTM A-193, Grade 8-7, (3) AISI 304
                            stainless steel which meets the requirements of ASTM F593-80. Anchor
                            rods shall have rolled threads. The adhesive capsules used shall contain
                            a vinylester resin as supplied in the Hilti HEA adhesive capsules.

             2.2 FABRICATION

                    A.      General: Comply with AISC "Specifications" and final Shop Drawings. Mark
                            and match-mark units for field assembly.

                    B.      Connections: As shown on final Shop Drawings. Use High strength bolts
                            for field connections, except as otherwise indicated.

                            1 .   Comply with AWS code for procedures, appearance and quality of
                                  welds.

                            2.    All field connections to be made with 3/4" diameter H.S. Bearing bolts
                                  or equivalent welds. Shop connections to be welded (E70XX).

                    C.      Floor Deck: Provide deck configuration complying with SDI "Basic Design
                            Specifications" as shown on Drawings.

                    E.      Provisions for Other Work: Fabricate Structural steel members to provide
                            holes for securing other work and for passage or other work through steel
                            framing as indicated.

             PART 3: EXECUTION


             3.1    ERECTION


                    A.      Comply with AISC Code and Specifications, and maintain work in safe and
                            stable condition during erection. Provide temporary bracing and shoring as
                            required; remove when final connections placed.

                    B.      Set, base plates on cleaned bearing surfaces, using wedges or other
                            adjustments as required. Solidly pack open spaces with commercial non-












              SVM-8801                                                                      05100-4
              Mt. Elliott Park



                           shrink grout. When shown on drawings, use leveling plates and noft-shrink
                           grout.

                    C.     Splice members only where,shown on final Shop Drawings.

                    D.     Verify exact size and location of all floor openings with Mechanical
                           Contractor. Verify all dimensions with Architectural Dra\Wings and report and
                           discrepancies to Architect for resolution prior to fabrication and/or
                           installation.

                    E.     Adhesive anchors to be installed in holes drilled with Hilti carbide tipped drill
                           bits. Anchors shall be installed per manufacturer's recomendations.

                    F.     Contractor shall provide shoring and temporary sui-             structural
                           elements and metal decking to ensure that no diston,.-,-@   ----curs when
                           concrete is poured.



                                   END OF STRUCTURAL METAL FRAMING













              SVM-8801                                                                                05313-1
              Mt. Elliott Park


                                                     SECTION 05313
                                                  STEEL FLOOR DECK


              PART 1: MATERIALS


              1.1     PERFORMANCE REQUIREMENTS

                      A.      Design metal decking in accordance with SDI Design M a-nual for Composite
                              Decks.

                      B.      Calculate to structural working stress design and maximum vertical deck -
                              deflection of 1/360.

                      C.      Lateral deflection of diaphragm shall not exceed 1/500 of the maximum
                              height from rip-rap to under side of deck.

                      D.      Design deck and shear studs to resist a maximum shear strength of 11.5
                              KIPS.


              1.2     SUBMITTALS

                      A.      Submit Shop Drawings:          Indicate decking plan, support locations,
                              projections, openings and reinforcement, pertinent details, and accessories.
                              Indicate temporary shoring of decking where required.

                      B.      Product Data:      Provide deck profile characteristics and dimensions,
                              structural properties, and finishes.

                      C.      Manufacturer's Installation Instructions:       Indicate specific installation
                              sequence, and special instructions.

              1.3     QUALIFICATIONS

                      A.      Installer: Company specializing in performing the work of this Section with
                              minimum five years documented experience and approved by manufacturer.

                      B.      Design deck layout, spans, fastening, and joints, under direct supervision
                              of a Professional Structural Engineer experienced in design of this work and
                              licensed in the State of Michigan.

              1.4 DELIVERY, STORAGE, AND HANDLING

                      A.      Cut plastic wrap to encourage ventilation.

                      B.      Separate sheets and store decking on dry wood sleepers, slope for positive
                              drainage.












              SVM-8801                                                                       05313-2
              Mt. Elliott Park


              1.5 FIELD MEASUREMENTS

                    A.     Verify that field measurements are as shown on Shop Drawings.

              PART2:PRODUCTS


              2.1   MANUFACTURERS


                    A.     Vulcraft

                    B.     Epic

                    C.     Wheeling

                    D.     Bowman

                    E.     Substitutions: Under provisions of Sections 01600 and 01600A.

              2.2 MATERIALS

                    A.     Sheet Steel: ASTM A446, Grade B Structural Quality; with G90 galvanized
                           coating conforming to ASTM A525.

                    B.     Sheet Steel: ASTM A61 1, Grade C, Unfinished, minimum yield of 33KSI.

                    C.     Bearing Plates, and Angles: ASTM A36 steel, unfinished per Section 05100.

                    D.     Stud Shear Connectors: ASTM A108 steel, Grade 10,15, forged steel,
                           headed, and uncoated.

                           Welding Matedals: AWS D1.1.

                    F.     Touch-Up Primer: Galvanic Paint type.

              2.3   ACCESSORIES

                    A.     Flute Closures: Closed cell foam rubber, one inch thick; profiled to fit tight
                           to and under the decking at partitions.

              2.4 FABRICATION

                    A.     Ribbed Metal Deck: Sheet steel, galvanized (at fireproofed areas, and
                           primed elsewhere):
                           1.     Span Design:                                   Multiple
                           2.     Minimum Metal Thickness
                                   (Excluding Finish):











             SVM-8801                                                                                 05313-3
             Mt. Elliott Park

                             3.     Height of Rib:                                      20 Gage
                             4.     Formed Sheet Width:                                 2 inches
                             5.     Side Joints:                                        Lapped
                             6.     Flute Sides:                                        Diagonally ribbed for
                                                                                        improved concrete
                                                                                        bond

                     B.      Metal Closure Strips, Wet Concrete Stops, Cover            Plates, and Related
                             Accessories: 20 gage galvanized sheet steel; of            profile and size as
                             indicated.


             PART 3: EXECUTION


             3.1 EXAMINATION

                     A.      Verify that field conditions are acceptable and are ready to receive work.

                     B.      Beginning of installation means installer accepts existing conditions.

             3.2     INSTALLATION

                     A.      Erect metal decking in accordance with SDI Design Manual for Composite
                             Decks, as well as manufacturer's instructions.

                     B.      Bear decking on steel supports with 1-1 /2 inch minimum bearing. Align and
                             level.

                     C.      To contain wet concrete, install stops at floor edge upturned to top surface
                             of slab. provide stops of sufficient strength to remain stationary, where used
                             as a top screed, without distortion.           Coordinate with Steel Angle
                             requirements at slab perimeter per Drawings.

                     D.      Weld stud shear connectors through steel deck to structural members
                             below. Coordinate with Drawings for locations and spacing of studs.

                     E.      Immediately after welding deck and other metal components in position,
                             coat welds, burned areas, and damaged surface coating, with touch-up
                             prime paint to match originally supplied finish.



                                            END OF STEEL FLOOR DECK










            SVM-8801                                                                        05500-1
            Mt. Elliott Park



                                               SECTION 05500
                                           METAL FABRICATIONS


            PART1:GENERAL


            1.1    DESCRIPTION


                   A.    In general, the work under this Section includes the following items:

                         1.     Guardrails/ Hand rails

                         2.     Structural Steel


                         3.     Chain Link Fence


            1.2 RELATED WORK


                   A.    Cast in Place Concrete, Section 03300

                   B.    Painting, Section 09900

            1.3 REFERENCES


                   A.    ASTIVI 123 Specification for Zinc Coatings, ASTIVI 153 on Iron and Steel
                         Products.


                   B.    ASTM 153 Specifications for Zinc Coatings on Iron and Steel Hardware.

                   C.    American Welding Society.

            1.4 SUBMITTALS


                   A.    Submit the following:

                         1      Shop Drawings showing plans, elevations and details of design and
                                all details of construction including thickness of metals, installation of
                                fastening, jointing and methods of anchorage.

                         2.     Contractors    recommended      installation procedures:        The
                                manufacturer's recommended installation procedures, when
                                approved by the Architect, will become the basis for inspecting and
                                accepting or rejecting actual installation procedures used on the











              SVM-8801                                                                         05500-2
              Mt. Elliott Park



                                   work.


                            3.     Samples as required by the Architect.

              PART 2: MATERIALS


              2.1    HANDRAILS


                     A.     The pipe to be used on construction of the handrails shown on the
                            Drawings shall be the sizes called for, Schedule 40 hot dipped galvarized
                            steel pipe, ASTM A-53 or as required to comply with the BOCA code
                            loading requirements.

                     B.     Fabricate all pipe to the lines and radii as called for on the Drawings.

                     C.     Prime paint in shop conforming to Federal Specifications TT-P-645 or TT-P-
                            615, Type 11. See Part 3, 3.7.

                     D.     Non-shrink, non-ferrous grout: CE-CRD C588.

                     E.     Post cover flanges hot dipped galvanized.

              2.2 CHAIN LINK FENCING


                     A.     Galvanized steel fencing shall be vinyl coat hot-dipped zinc coated
                            commercial quality steel as manufactured Semmerling, Brighton, Mictigan
                            (313) 227-3036 or approved equal.

                            1.     Pipe: ASTM A-120

                            2.     Hardware: ASTM A-153
                     B.     Vinyl-coating shall be fusion bonded vinyl, black in color.

                     C.     Dimensions shall be as shown on Drawings, with weight and diarneter,
                            framing rails, braces and gates per approved shop drawings as
                            recommended by manufacturer. Footing shall be 12" diameter and 3'-6"
                            depth for all line and terminal posts. All posts shall extend full depth of
                            footing.

                     D.     Fabric Sizes: Perimeter: 2" mesh, 9 gauge, ASTM, A-392 Class 1.

              2.3 MISCELLANEOUS STEEL











             SVM-8801                                                                               05500-3
             Mt. Elliott Park


                     A.     All miscellaneous steel angles, beams, channels, etc. to be embedded in
                            the concrete work shall be hot dipped galvanized unless otherwise noted.

                     B.     Other Materials: All other materials not specifically described but required
                            for a complete and proper installation of the work of this Section, shall be
                            a selected by the Contractor, Subject to the approval of the Architect.
             2.4     STRUCTURAL STEEL

                     A.     All structural steel shall conform to the latest ASTM Serial Designation A36;
                            or ASTM A572, GR50; Steel tubing to be ASTM A500; Steel Pipe A-53;
                            Grade B.


                     B.     Steel design, fabrication and erection to be in accordance with the latest
                            AISC Specifications.

                     C.     All field connections to be made with min. 3/4" dia. H.S. bolts, or welds.
                            Shop connections to be welded (E70XX).

                     D.     All connections shall be shop weld in accordance with the AWS
                     Specifications, E70XX electrodes and field bolted with A325 or A490 bolts. All bolts
                     are to be installed in accordance with the latest specifications for "Structural Joints
                     using ASTM A325 or A490 bolts."

                     E.     Steel design fabrications and erection to be in accordance with the latest
                            AISC Specification. Design connection for full strength of member for span
                            per AISC beam load tables.

                     F.     All welding shall be by AWS qualified welders.

             PART 3: EXECUTION


             3.1     COORDINATION


                     A.     Coordinate handrail work with concrete work to assure proper sleeve size
                            and location.


             3.2 FABRICATION


                     A.     The railings shall be fabricated by a metal shop skilled and experienced in
                            the fabrication of metal work.

                     B.     Rounded corners and arc curve shall be made by bending. Fittings shall











               SVM-8801
               Mt. Elliott Park                                                                   05500-4


                             not be allowed.


                      C.     Fastenings should be as -detailed and all members shall be true and free
                             from twist and bends.


                      D.     Finished surfaces shall be ground smooth and welded joints shall be free
                             from jagged edges.

                      E.     Ease exposed edges to a radius of approximately 1/32 inch unless
                             otherwise noted.


               3.3 INSTALLATION


                      A.     Installation shall be where shown on drawings and in accordance with
                             approved Shop Drawings.

                             1.     Handrails shall be where shown on Drawings and in accordance with
                                    approved Shop Drawings. Radius must be smooth and even.

                             2.     Immediately prior to placing grout for handrailing, concrete and metal
                                    surfaces which are to be in contact with grout shall be inspected to
                                    insure that they are clean and free of oil, grease, rust, or dirt.

                             3.     Set flanges with clear silicone.

               3.4 CLEANING


                      A.     Protect and maintain all work free of smears, scratches, and abrasions and
                             defects until work is accepted by Architect and owner.



                                          END OF METAL FABRICATIONS














            SVM-8801                                                                                  09900-1
            Mt. Elliott Park



                                                   SECTION 09900
                                                       PAINTING


            PART1:GENERAL


            1.1     DESCRIPTION

                    A.      In general, the work under this Section includes, but is not limited to the
                            painting of the following:

                            1.     Handrails and miscellaneous steel


                            2.     Structural Steel


            1.2 RELATED WORK


                    A.      Metal Fabrications, Section 05500.

                    B.      Structural Metal Decking, Section 05100.

                    C.      Work Not Included:

                            1.     Unless otherwise indicated, painting is not required on surfaces in
                                   concealed areas and inaccessible areas such as furred spaces,
                                   foundation spaces, electrical conduits, pipe spaces and duct shafts.

                            2.     Metal surfaces of anodized aluminum, stainless steel, chromium plate,
                                   copper, bronze, and. similar finished materials will not here require
                                   painting under this Section except as may be specified herein.

                            3.     Do not paint and moving parts of operating units; mechanical or
                                   electrical parts such as valve operators, linkages, sinkages, sensing
                                   devices and motor shafts, unless otherwise indicated.

                            4.     Do not paint over any required labels or equipment identification,
                                   performance rating, name or nomenclature plates.

                            5.     Do not    paint structural steel members or portions of members,
                                   embedded in concrete or mortar, and contact areas to be welded.

             1.3 QUALITY ASSURANCE

                    A.      Products used in the work of this Section shall be produced by
                            manufacturers regularly engaged in manufacturer of similar items with a
                            history of successful production acceptable to the Architect.














             SVM-8801                                                                             09900-2
             Mt. Elliott Park


                    B.     Provide at least one person who shall be present at all tinies-dur..-Ig
                           execution of the work of this Section, who shall be thoroughly familiar with
                           the specified requirements and the materials and methods needed for their
                           execution, and who shall direct all work performed under this Section-

                    C.     In acceptance or rejection of the work of this Section, the Architect will make
                           no allowance for lack of skill on the part of workers. -

                    D.     Provide finish coats which are compatible with the prime coats used.

                    E.     Review other Sections of these specifications as required, verifying the prime
                           coats to be used and assuring compatibility of the total coating system for
                           the various substrata.

                    F.     Upon request, furnish information on the characteristics of the specific finish
                           materials to ensure that compatible prime coats are used.

                    G.     Provide barrier coats over noncompatible primers, or remove the primer and
                           reprime as required.

                    H.     Notify the Architect in writing of anticipated problems in using the specified
                           coating systems over prime coating supplied under other Sections.

             1.4 SUBMITTALS

                    A.     In compliance with Submittals, Section 01300, submit the following:

                           1.     Complete color schedule of all items proposed to be painted under
                                  this Section.

                           2.     Manufacturer specifications and other data required to demonstrate
                                  compliance with the specified requirements.

                           3.     Submit shop and field prime and paint application methods.

                           4.     For information only, submit two copies of manufacturer's
                                  specifications, including paint analysis and application.

                           5.     Sample color sector for manufacturer of proposed paint to be used
                                  for each type and surface application.

                           6.     Once actual colors   are selected by the Architect:

                                  a.     Provide two samples of each color and each gloss for each
                                          material on which the finish is specified to be applied.













             SVM-8801                                                                                 09900-3
             Mt. Elliott Park



                                   b.      Except as otherwise directed by the Architect, sarnpLes shall
                                          be approximately:-12 inches square.

                            7.     Revise and resubmit-each sample as required until the Architect's
                                   approval of gloss, color and texture is achieved.

             1.5 DELIVERY, STORAGE AND HANDLING

                     A.     Deliver all materials to the job site in original, new and unopened containers
                            bearing the manufacturer's name and label and other general information.

                     B.     Provide proper storage to prevent damage to, and deterioration of, paint
                            materials.

                     C.     Use all means necessary to protect the materials of this Section before,
                            during and after installation and tolprotect the work and materials of all other
                            trades.

                     D.     In the event of damage, immediately make all repairs and replacements
                            necessary to the approval of the Architect and at no additional cost to the
                            Owner.


             1.6 JOB CONDITIONS

                     A.     Do not apply solvent thinned paints when the temperature of surfaces to be
                            painted and the surrounding air temperature are below 45 degrees F.,
                            unless otherwise permitted by the manufacturer's printed instructions as
                            approved by the Architect.

                     B.     Do not apply any paint in snow, rain, fog or mist; or when the relative
                            humidity exceeds 85 percent or to damp or wet surfaces; unless otherwise
                            permitted by the Manufacturer's printed instructions as approved by the
                            Architect. Applications may be continued during inclement weather within
                            the temperature limits specified by the paint manufacturer during application
                            and drying periods.

             PART2:13RODUCT


             2.1     ACCEPTABLE MANUFACTURERS

                     A.     Design is based on use of paint products manufactured by Tnemec Chroma
                            Colors and the materials of that manufacturer are named in the Painting
                            Schedule. Equal products or other manufacturer's approved in advance by
                            the Architect, may be substituted in accordance with the provisions of
                            Section 01600. Tnemec paints available from Michigan Protective Coating













             SYM-8801                                                                              09900-4
             Mt. Elliott Park



                           Consultants, Inc. Contact: Brad Brown (313) 538-7878.

             2.2    MATERIALS

                    A.     The Architect will select colors to be used in various locations of application
                           and will be the sole judge of acceptability of various glosses obtained from
                           the materials proposed to be used inthe work.

                    B.     Provide paints of durable and washable quality. Do not use paint materials
                           which will not withstand normal washing as required to remove pencil marks,
                           ink, ordinary soil, and similar material without showing discoloration, loss of
                           gloss, staining or other damage.

                    r".    Thinners, cleaners, surface etchers and other miscellaneous materials
                           necessary for application shall be as recommended by manutacturer,
                           submitted by Contractor and approved by Architect.

                    D.     Provide the best quality grade of the various types of coatings as regularly
                           manufactured by paint materials manufacturers approved by the Architect.
                           Materials not displaying the manufacturers's identification as a standard
                           best-grade product Will not be acceptable.

                    E      Provide undercoat paint primer produced by the same -manufacturer as the
                           finish coat see, see painting schedule, Item 3.7, this section. Use only the
                           thinners recommended by the paint manufacturer, and use only to the
                           recommended limits. Insofar as practicable, use undercoat, finish coat and-
                           thinner material as parts of a unified system of paint finish. Primers used
                           shall be suitable for the. intended surface and finish paint materials.

             PART 3: EXECUTION


             3.1 SHOP PAINTING


                    A.     Do not paint surfaces which are to be welded or high-strength bolted with
                           friction-type connections.

                    B.     Apply both coats of primer and paintto surfaces which are inaccessible after
                           assembly or 6rection. Change color of second coat to distinguish it from
                           the first.

                    C.     Surface preparation: Remove rust, mill scale, and splatter, stag and flux
                           deposits by sand blasting in accordance with Steel Structures Painting
                           Council Specification SSPC SP-6 commercial sandblast preparation.














              SVM-8801                                                                                 09900-5
             Mt. Elliott Park


                     D.      Shop prime, with two coat primer, all structural steel wL-eK,- hai-idralls,
                             miscellaneous steel and hardware. Prime embedded steel whics Is partially
                             exposed on all exposed portions and the initial 2 inches of embedded areas
                             only.

                     E.      Painting: Immediately after surface preparation apply primer in accordance
                             with the manufacturer's recommendations and at a rate to achieve a dry film
                             thickness between 3.0 mils and 3.5 mils. Cover joints, corners, edges and
                             all exposed surfaces.

             3.2 SURFACE CONDITIONS

                     A.      Prior to finishing of the work of this Section, carefully inspect the installed
                             work of all other trades and verify that all such work is complete to the point
                             where this painting may be completed in strict accordance with the original
                             design and with the manufacturer's recommendations as approved by the
                             Architect.


                     B.      Do not proceed in the areas of discrepancy until all such discrepancies have
                             been fully resolved.

             3.3 MATERIALS PREPARATION

                     A.      Mix and prepare painting materials in strict accordance with the
                             manufacturer's recommendations as approved by the Architect.

                     B.      Store materials not in actual use in tightly covered containers.

                     C.      Maintain containers used in storage, mixing and application of paint in a
                             clean condition, free from foreign material and residue.

                     D.      Stir all materials before application to produce a mixture of uniform density,
                             and as required during the application of materials. Do not stir into the
                             material any film which may form on the surface. Remove the film and, if
                             necessary, strain the material before using.

             3.4 SURFACE PREPARATION


                     A.      Perform all preparation and cleaning procedures in strict accordance with
                             the paint manufacturer's recommendations as approved by the Architect.

                     B.      Clean each surface existing and new to be painted prior to applying paint
                             or surface treatment.

                     C.      Removal oil and grease with clean cloths and cleaning solvents of low












            SVM-8801                                                                               09900-6
            Mt. Elliott Park



                           toxicity and a flash point in excess of 38 degrees C, 100 degre-es F, prior
                           to start of mechanical cleaning.

                    D.     Schedule the cleaning and painting so that dust and other contaminants
                           from the cleaning process will not fall onto wet newly painted surfaces.

                    E.     Thoroughly clean all surfaces until they are completely free from dirt, oil and
                           grease.

                    F.     On galvanized surfaces, use solvent for, the initial cleaning and then treat the
                           surface thoroughly with phosphoric acid etch. Remove all etching solution
                           before proceeding, allow to dry thoroughly before application of primer and
                           finish paint.

            3.5 PRIME AND PAINT APPLICATION


                    A.     General:

                                   Slightly vary the color of succeeding coats. Do not apply additional
                                   coats unti(the complete coat has been inspected and approved coats
                                   of paint will be considered in determining the number of coats
                                   applied.

                           2.      Perform surface preparation and apply both coats of primer to all
                                   surfaces of steel and hardware installed in field or surface damaged
                                   during installation. Clean field welds, bolted connections and abraded
                                   areas, apply same type paint as used in shop.

                           3.      Sand and dust between primer and painting coats to remove all
                                   defects visible to the unaided eye from a distance of five feet.

                           4.      Final coat shall be applied in the field to achieve a dry film thickness
                                   between 3.0 mils and 3.5 mils.


                    B .    Protection:

                           1 .     Prior to commencement of p     ainting operations, protect all concrete
                                   and other existing features from paint over-spray by whatever means
                                   necessary and as approved by the Architect.

                    C.     Drying:

                           1.      Allow sufficient drying  time between coats. Modify the period as
                                   recommended by the material manufacturer to suit adverse weather
                                   conditions.














             SVM-8801                                                                                 09900-7
             Mt. Elliott Park


                             2.    Oil-base and oleo-reinuous solvent type paints shall be considered
                                   dry for recoating when the paint feels firm, does not deform or feel
                                   sticky under moderate pressure of the thumb, and the application
                                   of another coat of paint does not cause lifting or loss of adhesion of
                                   the undercoat.


                             3.    Brush out and work all brush coats onto the surface in an even film.
                                   Cloudiness, spotting, holidays, laps, brush marks, runs, sags,
                                   ropiness and other surface imperfections will not be acceptable.

             3.6 EXTRA STOCK

                     A.      Upon completion of the work, deliver to the Owner, an extra stock equaling
                             ten percent of each color, type and gloss of paint used on the work.

                     B..     Each material shall be in the original container and identified with the
                             manufacturer's label, color number, manufactured date and application
                             instructions.


             3.7     PAINTING SCHEDULE


                     A.      The color indicated below shall match the indicated Tnemec, Chormacolors
                             and shall be used for all exposed metal furnishings, fasteners, etc. unless
                             otherwise noted.

                             Primer for handrails, Miscellaneous Steel and Structural Steel: Tnemec, 66-
                             1211, Epoxoline Primer.

                             Finish Coat for handrails and, Miscellaneous Steel:      Tnemec Endurashield,
                             Series 73 AX 22 Gulf Green High-Build Acrylic Polyurethane Enamel.

                             Finish coat for Structural Steel: Tnemec, Series 66 High-Build Epoxoline,
                             color to be specified by Architect.

                     B.      The Contractor shall touch-up all paint work, as required, once installed.


                                                   END OF PAINTING





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