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1993-055-RES WHEREAS, the City Council of the City of Paris did heretofore, in Resolution No. 93-054 , award the RESOLUTION NO. 93-055 WHEREAS, the City Council of the City of Paris did heretofore, in Resolution No. 93-054 , award the contract for the CHANNEL IMPROVEMENTS AT BROOKSHIRE GROCERY COMPANY, MlRABEAU SQUARE project on Big Sandy Tributary No. 2 to STEPHENS AND SONS CONCRETE CONTRACTORS; and, WHEREAS, the City Engineer, Earl Smith, acting as project engineer of said project recommends the amendment of said contract by Change Order No. One attached hereto as Exhibit "A", which provides for a net decrease in contract price of $39,197.00 for a total of $133,990.00 for changes listed in Attachments "A" and "B" to said Change Order No. One, and such form should be approved, and the Mayor should be authorized to execute the same; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PARIS, that the CHANNEL IMPROVEMENTS AT BROOKSHIRE GROCERY COMPANY, MIRABEAU SQUARE project on Big Sandy Tributary No. 2, contract is hereby amended by Change Order No. One attached hereto as Exhibit "A", providing for a net decrease in contract pr ice of $39,197.00 for a total of $133,990.00 for changes listed in Attachments "A" and "B" to said Change Order No. One, which is in all things approved; and, BE IT FURTHER RESOLVED, that the Mayor of the City of Paris, George Fisher, be, and he is hereby authorized and directed on behalf of the City of Paris to execute said Change Order No. One. Passed and adopted this 14th day of June, 1993. ,?j~h~ ATTEST: ~ ~~\.'...) ) Mattie cunn1~ ~ APPROVED AS TO FORM: CHANGE ORDER Order No. Date: June 14, 1993 Agreement Date: NAME OF PROJECT: Channel Imorovements - Mirabeau Square. Brookshires Grocerv Company OWNER: CONTRACTOR: City of Paris, Paris, Texas Stephens and Sons Concrete Contractors The following changes are hereby made to the CONTRACT DOCUMENTS: Justification: See Attachments nA" and liB" Change to CONTRACT PRICE: Original CONTRACT PRICE $ 173.187.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER $ 1n,187 09 The CONTRACT PRICE due to this CHANGE ORDER will be ~) (decreased) by:$ 10.107 The new CONTRACT PRICE including this CHANGE ORDER will be $ Change to CONTRACT TIME: 1':\1. QQO nn . The CONTRACT TIME will be,{*RJO~ldlllillllillilild,} by Q calendar days. The date for completion of all work will be (Date). Approvals Required: . To be effective this Order must be approved by the Federal agency if it changes the scope or objective of the PROJECT, or as may otherwise be required by the SUPPLE- MENTAL GENERAL CONDITIONS. Requested by: , Recommended CITY OF PARIS Earl Smith, by: HAYTER ENGINEERING, INC. City Engineer Ordered by: CITY OF PARIS George Fisher, Mayor Accepted by: STEPHENS AND SONS CONCRETE CONTRACTORS Federal Agency Approval (where applicable) Jerry Bob Stephens, Partner CONTRACT DOCUMENTS FOR CONSTRUCTION OF FEDERALLY ASSISTED WATER AND SEWER PROJECTS EXHIBlI A Document No. 10 Change Order: Page 1 of 1 A'IT ACHl\'IENT "A" Channel Improvements Brookshires Grocery Company Mirabeau Square City of Paris, Paris, Texas The following additions and/or deletions are made to the above contract quantities: :Item ...1!2- Description Unit Price Add Delete 2. Unclassified Channel Excavation & Embankment $1,800 $ 300.00 4. 5" Concrete Riprap, including Toewalls, Energy Dissipator Blocks and Concrete supports for pipeline Crossings (above grade) (add 148 SY) $ 27 $3,996.00 6. Reinforced Concrete Rectangular Channel section, Complete In Place (delete entirely) $42,850 7. Subsurface Drainage Matting for Rectangular Channel section (delete entirely) $ 6,250 8. Seeding For Erosion Control - Method B, Fiber Mulch (add 1659 SY) TOTALS: $ 3.38 $5,607 $ 9,903 $49,100 NET CHANGE: DECREASE: $39,197 ATIACHMENT 'B' Channel Improvements Brookshires Grocery Company Mirabeau Square City of Paris, Paris, Texas Reference typical sections, page 10 of 11. Delete section B-B and c-c. No sections of this type will be constructed. All channel shown on the plan sheets as sections B-B or C-C shall be constructed as D-D (as revised below) . Revise section D-D and E-E as shown below. VARE" ,. 14'-0" VAREs-sEE PLAN ~~ - II la ~ ATIlRAL GROlIIl -.IIU'!IH, NOTE: RESTORE VEGETATION AS SPECFIED ON AlL AREAS DISTURBED BY CONSTRUCTION 15- 1M niao€ss 3000 PSI ,.,..,. CONCRETE REINF. WITH W3.5 X W3.5 WWF SECTION 0-0 II.T.B. .a' 14'-0" .a' COMPACT ALL FLl: . TO 90% OF MAX. DENSITY ASTM 0-698 NATIlRAL GROL\'<O P. -1- 5- MI\I. THICKNESS 3000 PSI MIN. CONCRETE REINF. WITH W3.8 X W3.5 WWF NOTE: RESTORE VEGETATION AS SPECFEO ON ALL AREAS DISTURBED BY CONSTRUCTION SECTION E - E II. T.S.