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12-008.00 Spokane Rock Products: Indiana Ave ExtensionI 'Valley- CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 11-0112 r.I nI In rn IArnove Vcr mr-lI IVICI`I I lJr r-uuu� vvvnn� PROJECT: Indiana Avenue Extension Project CONTRACT DATE: 411912011 CONTRACTOR: Spokane Rock Products, Inc CHANGE ORDER NO: 16 CAPITAL IMPROVEMENT PROJECT NO: 0112 31D NO,: 11 -012 UtIA;K11' 1 Iufm Vr I'MAIM "r-0 This Change Order reduces the contract amount by a $6,000.00 HMA Mix Design deduct offered by Spokane Rock Products (SRP). The project was bid with HMA Class 112" PG 70 -28. SRP submitted an HMA Class 1/2" PG 64 -28 mlxwith a Job Mix Formula (JMF) previously approved by the City of Spokane Slnce the submittal did not require a new JMF, SRP passed the cost savings on to the City per 4.29 -11 email. tern IN o Description Deduct for using HMA CL 1/2" PG 64 -28 - 75 Gyration Mix In lieu Knit Quantity Unit Price Total CO 15.1 of specified HMA Cl 1/2" PG 70 -26 LS 1 - $6,000.00 Total Amount of this Change Order (incl. Tax): CI IBSTANTIAL COMP/ FTInN ($6,000.00) ($6,000.00) Orlglnal Date: 7112/2011 Prior to this Change Order: 8/5/2011 Including this Change Order: 8/5/201' Original Working Days 50 Working Days Added by this CO: 0 Working Days Including this C0: 6; THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE: ORIGINAL TOTAL CONTRACT AMOUNT _ $, 1,049,2.82.20 ......... ..................................................... ............................... TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $. 146,995.91 ........... TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER 1,196,278.11 NET THIS CHANGE ORDER ................... ............................... ....... - 6,000.00 TOTAL CONY RAC'! AMOUNT INCLUDING THIS CHANGE ORDER $ 1,190,278.11 CONTRACTOR ACCEPTANCE: l —4,A The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed. RECOMMENDED BY: APPROVED BY: APPROVED BY: Manager ATTACHMENTS: ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project Fite Rr1PIPA Try PW Prnircl File DATE: /- S' /Z DATE: l' el—' /Z— DATE: DATE: PTub1!c 60l� -ao? Craia Aidworth From: Paul Hatfield [phatfield @spokanerock.com] Sent: Friday, April 29, 2011 3:01 PM To: Craig Aldworth Subject: HMA Mix Subsitution Hi Craig, Thank you for speaking with me Spokane Rock Products would like to offer a substitution to the 75 gyration 70 -28 AC mix design as called for in the bid document. A few years ago, City of Spokane, Spokane County, and City of Spokane Valley got together and simplified the required mix designs needed per year by the asphalt contractors. They are'' /z "HMA70 -28AC — 100 Gyration, '/2 "HMA64- 28AC -75 Gyration, '/z "HMA64- 28AC -50 Gyration, and 3/8 "HMA64- 28AC -75 Gyration. These are the mix designs carried by the asphalt contractors each year. The 75 gyration 70 -28 AC -75 Gyration mix design has not been used in this area since I have been here for the past 5 years. The County 3 years ago on Medical Lake proposed the 70 -28AC 75 gyration and accepted the 100 gyration as a considered upgrade. So the problem is the mix design to get through Strata and WSU confirmation will take approx 6 weeks. A rush can probably get it done 4 -5 weeks which put it right on the proposed paving date, if everything goes right. Also, the mix design is $4k and confirmation is another $2k. I would rather credit the $6k to the City Valley and use either of the existing proven mix designs from last year used in the Valley from last year either the '' /z "HMA70 -28AC -100 Gyration or the %2 "HMA64- 28AC -75 Gyration. Please let me know as soon as possible, so I can get the new mix design going, if you want to do so. Thank you Paul Hatfield Spokane Rock Products