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02/21/2012 04F Second Avenue Rail Removal & Improvements, Final Payment, M. Sevigny Construction ." BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. Z fr For Meeting of: February 21, 2012 • ., . "'. Srs« i�r, T'i rl d fY Ir4 • nft ` #'ft ��vc.:1 ko,.�;., 1 �rp�'ir i.,, i �" 1 .,„ us S�1 �73E. wiC +: ITEM TITLE: Final Contract Payment for M. Sevigny Construction, Inc. - 2nd Avenue Rail Removal & Improvements (Standard Motion V -B - Accept the project and approve the final payment) SUBMITTED BY: Joan Davenport - Director of Community & Economic Development CONTACT Doug Mayo - City Engineer 509 - 576 -6678 PERSON/TELEPHONE: SUMMARY EXPLANATION: This project (City Project No.: AS2286) provided for improvements to 2nd Avenue, between Yakima Avenue and Walnut Avenue, by removing existing concrete pavement, trolley rail, ties and other related items. It also placed cement concrete pavement and ADA ramps, constructed planter islands with trees and irrigation. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Project Engineer: Randy Tabert Contractor: M. Sevigny Construction, Inc. Contract Award: 7/19/2011 Contract Cost: $140,944.15 Final Contract Cost: $110,163.57 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other Final Contract (specify) Payment Contract: Mail to: Contract Term: Amount: Expiration Date: Insurance Required? No Funding Arterial Street Phone: Source: APPROVED FOR City Manager SUBMITTAL: STAFF RECOMMENDATION: Accept the project and approve final estimate. BOARD /COMMISSION RECOMMENDATION: ATTACHMENTS: Click to download O Final City of Yakima PROJECT TITLE 2nd Avenue Rail Removal & Improvements City Engineering Division . 129 N 2nd Street City Project No. AS2286 Yakima, WA 98901 TO: M. Sevigny Construction, Inc. Progress Estimate No. FINAL • Date February 9, 2012 :14em �,. ^: . ,��, „� - Bidr . Untt �Biii;Contract�:- ..T" a a �z� - ,�. , z., - i:�s ".r .� o D te� _, / „of . ;c�`Amount .Previous'=:=' Previous =•s ` uanti � =A � our � i �: ^*% "` .. - t a., �,._ - - a'�-; max.- ...._z± r .��-``'' =i,i. '�, o:� � s; ._ �° >` _... ,�a__:Descrr ton:- . - .r.. _.. ,_��s Unit iia Qnti� _�` « Price = • -: _... - '%A =' -� .- a- uantii� C . , _,,,r_.: _ _ viz,- �, .. a = .- .._ - - ., -., -_� _ _ _... P- -_ -., , .. __... - —._ tY �,. .. -_ , -.__ . ,,.- -_ - _ ,:�Q ty `' • o .,,,- , -� Qu -r - �;t?a ;' thrs: period '- _ ,_ „I)ue� -;� ,f)ef,. . 1 Spill Prevention Plan LS 1 $565.00 $ 565.00 1 100% $ 565.00 1 $ 565.00 0 $ - 2 Mobilization(8 %) LS 1 $1,130.00 $ 1,130.00 1 100% $ 1,130.00 1 $ 1,130.00 0 $ - 3 Project Temporary Traffic Control LS 1 $5,650.00 $ 5,650.00 1 100% $ 5,650.00 1 $ 5,650.00 0 $ - 4 Saw -Cut, Per Inch Depth LF 1,625 $0.57 $ 926.25 1,255 77% $ 715.35 1,255 $ 715.35 0 $ - 5 Removal of Structures and Obstructions LS 1 $5,085.00 $ 5,085.00 1 100% $ 5,085.00 1 $ 5,085.00 0 $ - 6 Roadway Excavation Inc. Haul CY 460 $28.25 $ 12,995.00 370 80% $ 10,452.50 370 $ 10,452.50 0 $ - 7 Crushed Surfacing Base Course TON 200 $22.60 $ 4,520.00 268 134% $ 6,056.80 268 $ 6,056.80 0 $ - 8 Cement Concrete Pavement CY 150 $231.65 $ 34,747.50 157 105% $ 36,369.05 157 $ 36,369.05 0 $ - 9 Corrosion Resistant Dowell Bar EA 660 $16.95 $ 11,187.00 360 55% $ 6,102.00 360 $ 6,102.00 0 $ - 10 Tie Bar with Drill Hole EA 590 $13.56 $ 8,000.40 277 46.95% $ 3,756.12 277 $ 3,756.12 0 $ - 11 Top Soil Type A CY -80 $56.50 $ 4,520.00 80 100% $ 4,520.00 80 $ 4,520.00 0 $ - 12 Root Barrier LF 2,875 $2.26 $ 6,497.50 152 5.29% $ 343.52 152 $ 343.52 0 $ - 13 Psipe Chaticleer Flowering Pear EA 19 $226.00 $ 4,294.00 19 100% $ 4,294.00 19 $ 4,294.00 0 $ - 14 ESC Lead DAY 5 $565.00 $ 2,825.00 0 0% $ - 0 $ - 0 $ - 15 Irrigation System LS 1 $3,390.00 $ 3,390.00 1 100% $ 3,390.00 1 . $ 3,390.00 0 $ - 16 Cement Concrete Traffic Curb and Gutter LF 1,150 $16.39 $ 18,848.50 712 61.91% $ 11,669 ^ 68 712 $ 11,669.68 0 $ - 17 Cement Concrete Sidewalk, 4 -inch Depth SY 50 $47 46 $ 2,373.00 45 90% $ 2,135.70 45 $ 2,135.70 0 $ - 18 Cement Concrete Curb Ramp, Type Perp.A EA 4 $734.50 $ 2,938.00 5 125% $ 3,672.50 5 $ 3,672.50 0 $ - 19 Plastic Crosswalk Line SF 200 $2.26 $ 452.00 208 104% $ 470.08 208 $ 470.08 0 $ - 19 Repair or Replacement FA 1 510,000.00 $ 10,000.00 3,786.27 38% $ 3,786.27 3786.27 $ 3,786.27 0 $ - TOTAL $ 140,944.15 78% $ 110,163.57 $ 110,163.57 - SUB TOTAL $0.00 5% RETAINAGE $0.00 AMOUNT NOW DUE $0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. f?';;;:r.t.r.T4011001C-Pq Acct No Description LJnit Quantity P rice ? Amount %;,:-TQuantity r 7 QuantityZN 1:7 this period Due Def CITY ENGINEER /s/ Doug Mayo