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Home My WebLink About2015C CCO 06.pdf COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER JAMES BYPASS BRIDGE REPLACEMENTS ON MANNING AVENUE CHANGE ORDER NO. 06 3 MILES EAST OF COLORADO AVENUE JUNE 8, 2022 FEDERAL AID NUMBER: BRLS-5942(233) PAGE 1 OF 2 CONTRACT NO. 20-15-C TO: VIKING CONSTRUCTION COMPANY, INC.: Make the following changes to the plans and specifications or do work not in the plans and specifications for this contract. Because of the change(s), ZERO (0) -WORKING DAYS will be added to the contract time. MODIFY BEARING SEAT ELEVATIONS This change was requested by the Engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, revise the bearing seat elevations (shown on the attachment to the Contract Change Order No.3) with the attached sheets. This change increases the Bid Item No. 51, Furnish Polyester Concrete Overlay (F) quantity by 873.20 cubic feet. Compensation for the increased quantity of the polyester concrete overlay will be made at the unit bid price according to Section 9-1.03, "Payment Scope," of the project Special Provisions. This change resulted in an increase of$71,602.40. Increased Item: Item Total Total No. Quantity Unit o) Description Price Amount % 51 873.20 CF 33.58 Furnish Polyester Concrete $82.00 $71,602.40 33.58 Overlay (F) This change did not impact the critical path or the road closure timeline of the project, therefore, no additional time will be granted. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree,if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office Board noted above,and perform all services necessary for the work above specified,and will accept as full payment _ _Const.management therefor the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order,his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER JAMES BYPASS BRIDGE REPLACEMENTS ON MANNING AVENUE CHANGE ORDER NO. 06 3 MILES EAST OF COLORADO AVENUE JUNE 8, 2022 FEDERAL AID NUMBER: BRLS-5942(233) PAGE 2 OF 2 CONTRACT NO. 20-15-C NET COST THIS CHANGE ORDER: A $71,602.40 INCREASE NET TIME EXTENSION THIS CHANGE ORDER: ZERO (0) -WORKING DAYS A&AW-W S60(1(141aa Richard Stockwell(Jun 9,2022 18:12 PDT) Richard Stockwell, Resident Engineer a�No.C80424 1p OF cFJ APPROVAL RECOMMENDED: q- Joseph C. Harrell, PE Supervising Engineer, Design Division VIKING CONSTRUCTION COMPANY, INC. Contractor Mandeep S. Sekhon, PE Interim Construction Engineer By Troy enlons(Jun21,202209:25PDT) APPROVED BY: Digitally signed by Steve White Steve White Date:2022.06.21 11:58:06 Title Vice President - 0 Steven E. White, Director Accepted Date. Jun 21 2022 Public Works and Planning Date: _Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree,if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment _Board _Const.Management therefor the prices shown above. RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. ary gn o .3A A,3 nm e9 � r ya S II ;, m oSg G4 n3a as x x x x � x � X � X x 1 N $Ty 9VO 3`b X 3mmm°� JLNaq .lF �;n �$o'U$$ mrr VUNN my rv_. g'6 a OIl II 11 V roA mC� R'S X mQ�m< aR.V mN N do mqqqO � i X '� n LO N W O 0 o to X X co N N r O O oav m72 _cc, Ci(7cj ` I'7 Cl)V` 000 `Ooo iy X I r Q Q t U° O O ILL LL F-F- i Lo X CD L`] m Y N _ u O Cl)00 N O O a E N E d O N ` CD � v O �. N p O m� d /� O 'm OD O 00 c� N i6` as Na N 00 co O C C — O r 0 o o ° ma � d r 0 0 a0 0 0 00 U'O O D C a m u C9 O O QQ a0 C COIN - -o - s CD O O U' c`1 N `E o LL F- LL F-F- O 0 0 0 0 < <_ W e & co LL F- F- n ri : vi o z� Qo �� LO X a CD <n 0 Z of O 7 o , O) p0 O °v � N-O o X a0a 00 "� ' O O .,t ` =vCNMU Na OON -p N r O _ N QQ UN CO a 0 LL FO}OLL - 0 m Q Q LL 0O LL J i LLF F- x N m X CO X O 41 o i �, N o O r �? � a a U=N L1 m � � I f6 m C C X j O 1 X >'>''O m U N co r aLLC7[llf/l NN � a�a Z,a L17 'O LO mac MC �� N X W O O 0 0 X Q Q Q Q LLLL I—F- LLLL F-F- O n Girder Deflection AS BUILT AS BUILT Prepour AS BUILT AS BUILT Prepour ASBUILT ASBUILT Prepour barrier+ top of Bearing Poly Poly top of Bearing Poly Poly top of Bearing Poly Poly Station Girder Poly FG girder Seat Elev thickness Grade FG girder Seat Elev thickness Grade FG girder Seat Elev thickness Grade Camber LT EP LT LT EP Cr EP LT EP CL CL CL CL CL RT EP LT RT EP RT EP RT EP BB 423265 183.05 19294 180.53 0.21 183.05 183.35 182.82 180.52 0.53 183.35 183.05 182.84 180.51 0.21 183.05 Mid Span 4265.03 0.03 182.97 182.87 0.13 183.00 183.27 182.85 0.45 183.30 182.97 182.87 0.13 183.00 EB 4297.4 182.89 182.66 180.35 0.23 182.89 183.19 182.66 180.36 0.53 183.19 182.89 182.65 180.35 0.24 18289 BB-Mid 430.2334 Mid-EB 438.4283 Total Poly 868.6617 SF Girder Deflection AS BUILT AS BUILT FG using AS BUILT AS BUILT AS BUILT AS BUILT barrier+ top of Bearing Poly Prepour shown top of Bearing Poly Prepour Poly top of Bearing Poly Prepour Station Girder Poly FG girder Seat Elev thickness Poly Grade grades girder Seat Elev thickness Grade FG girder Seat Elev thickness Poly Grade Camber LT EP LT IT EP LT LT CL CL CL CL CL RT EP RT EP RT EP RT EP RT EP BB 2868.57 0 182.80 182.59 180.36 0.21 182.80 183.18 182.63 180.35 0.55 183.18 182.95 182.69 180.44 0.26 182.95 Mid span 1 2893.82 0.01 182.89 182.74 0.16 182.90 183.27 182.75 0.52 183.28 183.04 182.88 0.17 183.05 CL Pier 2 2919.07 0 182.98 182.80 180.53 0.18 182.98 183.36 282.79 180.56 0.57 183.36 183.13 182.91 180.70 0.22 183.13 Mid Span:2955.07 0.04 183.11 182.99 0.16 183.15 183.49 183.05 0.48 183.53 183.26 183.07 0.23 183.30 CL Pier 2991.07 0 183.25 183.01 180.79 0.24 183.25 183.63 183.09 180.84 0.54 183.63 183.40 183.15 180.92 0.25 183.40 Mid Span:3016.32 0.01 183.34 183.16 0.19 183.35 183.72 183.24 0.49 183.73 183.49 183.30 0.20 183.50 EB 3041.57 0 183.44 183.25 180.95 0.19 183.44 183.82 183.32 181.03 0.50 183.82 183.59 183.38 181.08 0.21 183.59 BB-mid 376.453828 mid-Pier2 372.618984 Pier2-mid 527.61375 mid-Pier3 533.08125 Pier3-mid 376.453828 mid-EB 354.723047 WB Poly 2540.94469 CF EB Poly 6 CF Total Poly 3409.60641 CF Actual placed quantity:3,473.20 CF(per tags) ) Bid Item 2,600.DD CF Pay actual quantity:3,473.20 CF Difference $66,387.73 Increase