Loading...
12-126.00 Shamrock Paving: Evergreen ReconstructionSpokane Valle Y CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 12 - 009 DEPARTMENT OF PUBLIC WORKS PROJECT: Evergreen Rd Reconstruction Project CONTRACT DATE: 5/18/2012 CONTRACTOR: Shamrock Paving, Inc CHANGE ORDER NO: B3 CAPITAL IMPROVEMENT PROJECT NO: 0160 BID NO.: 12 -009 DESCRIPTION OF CHANGES This Change Order grants an additional day of contract time and additional payment for revisions to waterline connection 1/05. See attached 8 -29 -2012 Varela & Associates letter concerning 1 dat contract time and 8 -30 -2012 HD Fowler Invoice for $1,246.80. Item No Description Unit Quantity Unit Price Total CO 63 -1 Miscellaneous Waterline Delays LS 1 $1,246.80 $1,246.80 8.7% Tax $108.47 Total Amount of this Change Order( incl. Tax): $1,355.27 SUBSTANTIAL COMPLETION Original Date: 8/23/2012 Prior to this Change Order: 8/23/2012 Including this Change Order: 8/31/2012 Original Working Days: 45 Working Days Added by this CO: 1 Working Days including this CO: 54 THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE: ORIGINAL TOTAL CONTRACT AMOUNT $ 1,503,303.67 ............................................................................................................................... ............................... TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 9,055.29 ................................................................................................... ............................... TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $ 1,512,358.96 ....................................... ............................... NET THIS CHANGE ORDER .............................................................................................. .............................$. 1,355.27 TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 1,513,714.23 CONTRACTOR ACCEPTANCE: The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed. RECOMMENDED BY: APPROVED BY: APPROVED BY: ATTACHMENTS: nistrihution W DATE: ` L DATE: �l . f Zv/ DATE: 9/4h D, DATE: ? L11 Az- ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File COPIES TO: PW Project File P: Public Works /Purchaing /CO (9/26/2007) C;O I �Z- I 0 1 W 'a VARELA & ASSOCIATES, INC. ENGINEERING AND MANAGEMENT www.va rela -P ngr.corn va @varela- engr.com August 29"', 2012 City of Spokane Valley 11707 E. Sprague Ave., Suite 106 Spokane Valley, WA 99206 ATTN: Craig Aldworth, P.E. RE: Contract Days — Evergreen Rd. Reconstruction Project Dear Craig, During installation of Connection Detail 1105 (Schedule B) Vera Water & Power had difficulty shutting down a portion of exist water main. This resulted in the Contractor only being able to install a portion of the connection detail until Vera was able to shut down the water main (which occurred the following day). We estimate this unforeseen delay impacted the Contractor's schedule by I working day. We recommend 1 day be added to the contract time. Please contact me if you have any questions, or if you would like to discuss further. Sincerely, V�ARELA & ASSOCIATES, INC. Daniel D. Cowger, P.E. Civil Engineer Cc: Scott Willms, Project Manager, Shamrock Paving, Inc. 601 -A West Ntallon Avenue ( Spokane, WA 99201 1 P 509.328.6066 1 F 509.328.1388 08/30/12 02:38 PM Ha Fowler Company via VSX -FAX Page 2 of 3 9544454 E Bid No: 8205641 Page 2 of 3 �. -. Customer: MURPHY BROS INC Bid No: B205641 Estimator: JOSHUA MYERS Bid Date: 8/30/2012 Job Name: EVERGREEN ROAD CHANGE ORDER Location: SPOKANE VALLEY, WA 1 61 ` my IQ's GQ1.G� 6` 01-6► one Qtv UoM Description vme r�l�a LALCIIUGU 1 ! WG 1 1 EA 6 "- DUCTILORON M1,X FLG GATE VALVE AWWA C515 RESILIENT SEAT,LESS 495:05 495.05 164. 14 9 3 O ACCESORIES (111 LBS} 161 ` GPLG, 306. y9 2 1 EA 6" BLA,-N nULT & iNU T KIT 8 PER 3/4!'X 31/4", A 307,GRADE A,IMPORT 7.00 7.00 3 1 EA G' 1/8'' RINGGASKETAED RUBBER,.1504, 1.94 .1.94 4 1 EA 6" WEDGE ACTION M) RETAINER GLAND FOR DIP 72.19 22.19 5 1 EA 6" GASKET AND T- BOLTSET FOR C153 MJ FITTINGS 13.61 13.61 6 1 EA . 36,, TYLER VALVE. BOX. BASE 6855; IMPORT 38.96 38.96 7 1 EA TYLER #562AG855IWWALVE BOX TOP, IMPORT 20.89 20.89 8 1 EA TYLER VALVE BOX LID 6850 SERIES. WATER, IMPORT 7.62 7.62 9 1 EA 61' STAR MJ X MI ADAPTER, SERIES 100, (ADAPTER,& ACCESS PACK)'; 107.49. 107.49 10 1 £A 16" MIDDLE RING FOR #501 ROMAC COUPLING 204.61 204.61 11 2 EA 16 "'BLACK END,RING F6 R'S01 ROMAC COUPLING 63.18 126.36 12 2 EA 17.05-17 40 ROMAC N501'GASKET,5BR 32.25 6450 13 10 EA 5/8!'X 11 -1/2 "• BOLT & NUT FOR ROMAC 501 COUPLINGS 6.45 64.50 14 -- 1 EA `'10" MIDDLE RING FOR 501AB`ROMAC COUPLING' ` 56.57 56:57 15 1 ` EA 10" RED END RING FOR N501 ROMAC COUPLING .. 2555 25.55 16 1 EA 10" BLACK END RING FOR -501 ROMAC COUPLING 22.18 22.18 17 1 EA 940`40-10 ROMAC 4501 GASKET,SBR 19.93 19.03 18, 1 EA ,10 89 =1140 ROMAC #501,GASKET,SBR 1653 16.53 19 7 ...EA . S /8" X 10 -1/2 BOLT & NUT,FOR ROMAC 501:CPLG , 5:61 _ .. ... ,39.27_ 2Q 1 'EA ` 8' MIDDLE RING FOR 501 ROMAC COUPLING - 36.92 36.92 21 2 EA' . B" RED_END RING FOR #501 ROMAC COUPLING, 19.26 38.52 22 2 EA 8 60 -9.06 ROMAC 9501 GASKET, SBR 7.97 15.94 23. 6 , , .EA ::. 5/8" X S" BOLT & NUT F.OR ROMAC 501 CPLG 4.80 _ 48.80 24 1' "L-A 6 "MIDDLE RING FOR #501 ROMAC COUP LING 28.82 28.82 25 2 EA 6" RED END RING FOR 501 ROMACCOUPLING 15.69 31.38 26 5 EA 5/8" X 8 "BOLT & NUT.FOR ROMAC501 CPLG 4.80, 24.00 2 EA 6.60 -6.91 ROMAC IIS01 GASKET,SBR 5.33 10.66 1,568.89 ZT�/11 Co5-r YE- cwul) Ov4r -al7-Y 40OW 0MWr1TY 5v,9z-,4C'F0 ToTfll (Zs 6111 60 -f -Z6 f-725 =83ZZ6 1 0 $3Z• z6 FosTFR5 164. 14 9 3 O 32 -2 -4-4 161 ` GPLG, 306. y9 1 0 306. y,7 10" CPLG 1146 -qq- O 1 - lyy•yri g" C P L(x 6g. y5 O -6s-96 C-PL4 69.64f l O 7-07-AL- S12L16 -U