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02/21/2012 04D 16th Avenue & Washington Avenue Intersection Improvements, Final Payment - 4 4 ' '; „ E � BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 1 For Meeting of: February 21, 2012 ! t �" > ': - } t::: , s_ Y_. ,,. > .... ,.. z t d i <.., ,. ,., :�...a ; s ,.,.,.. , ITEM TITLE: Final Contract Payment for 16th Avenue & Washington Avenue Intersection 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: AS2232) provided for improvements at the intersection of 16th Avenue and Washington Avenue and involved street widening including planing of existing asphalt roadway, the removal and replacement of cement concrete curb, gutter and sidewalk, commercial and residential approaches, street lights and traffic signals. 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: Dan Ford Contractor: Granite Construction Co. Contract Award: 4/25/11 Contract Cost: $782,000.00 Final Contract Cost: $782,907.81 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 SUBMITTAL: City Manager %/ STAFF RECOMMENDATION: Accept the project and approve final estimate. BOARD /COMMISSION RECOMMENDATION: ATTACHMENTS: Click to download 11 Final City of Yakima PROJECT TITLE 16th & Washington Roadway Improvements City Engineering Division 129 N 2nd Street City Project No. AS2232 Yakima, WA 98901 TO Granite Construction Co. Progress Estimate No.. FINAL a Totali _., Item s;�, . Brd- - Unit.- =Bid Contract•' To.Date:F�a of'w �- �a ,,: - % Amounts.,, - P �: „,�` �revious�r,';r� ,Previous � �- Qu =,, „, A mount Acct,:: 7:34, u/ fi54 e'. ` i 'D _ :, e tio :. ;U nd; Q uantt ` Pace' .., ; "Amount - _`' Q Contract- :' _ ; .;x t " ,,�„ uenti :`Pa - .,. -. �_ _ P �- _. ty • , ty .Q ty yments , �this;period , -,- ,,, -Due' Def„ 1 SPCC Plan LS 1 $ 500.00 $ 500.00 1 100% $ 500.00 1 $ 500.00 0 $ - 2 Mobilization LS 1 $ 25,500.00 $ 25,500.00 1 100% $ 25,500.00 1 $ 25,500.00 0 $ - 3 Traffic Control Supervisor LS 1 $ 5,000.00 $ 5,000.00 1 100% $ 5,000.00 1 $ 5,000.00 0 $ - 4 Flaggers and Spotters HR 2.400 $ 25.00 $ 60,000.00 599 24.96% $ 14,975.00 599 $ 14,975.00 0 $ - 5 Other Traffic Control Labor HR 240 $ 50.00 $ 12,000.00 292 121.67% $ 14,600.00 292 $ 14,600.00 0 $ - 6 Construction Signs, Class A SF 120 $ 20.00 $ 2,400.00 288 240% $ 5,760.00 288 $ 5,760.00 0 $ - 7 Other Temporary Traffic Control LS 1 $ 16,200.00 $ 16,200.00 1 100% $ 16,200.00 1 $ 16,200.00 0 $ - 8 Clearing and Grubbing LS 1 $ 5,868.00 $ 5,868.00 1 100% $ 5,868.00 1 $ 5,868.00 0 $ - 9 Removal of Structures and Obstructions LS 1 $ 16,500.00 $ 16,500.00 1 100% $ 16,500.00 1 $ 16,500.00 0 $ - 10 Saw Cut, Per Inch Depth LF 1,800 $ 0.50 $ 900.00 8,816 490% $ 4,408.00 8,816 $ 4,408.00 0 $ - 11 Roadway Excavation, Ind Haul CY 912 $ 20.00 $ 18,240.00 1,063 117% $ 21,260.00 1,063 $ 21,260.00 0 $ - 12 Controlled Density Fill CY 14 $ 250.00 $ 3,500.00 0 0°/ $ - v 0 $ - 0 $ - 13 Structure Excavation CI. B Incl. Haul CY 100 $ 20.00 $ 2,000.00 50 50% $ 1,000.00 50 $ 1,000.00 0 $ - 14 Crushed Surfacing Base Course(forroadwaybase) TON 656 $ 35.00 $ 22,960.00 1,001.53 152.67% $ 35,053.55 1,001.53 $ 35,053.55 0 $ - 15 Asphalt Treated Base TON 384 $ 79.00 $ 30,336.00 393.78 103% $ 31,108:62 393.78 $ 31,108.62 0 $ - 16 Planing Bituminous Pavement SY 7,379 $ 2.50 $ 18,447.50 8,056 109% $ 20,140.00 8,056 $ 20,140.00 0 $ - 17 Hot Mix Asphalt, Class 3/4 ", PG 70 -28 TON 1,265 $ 88.00 $ 111,320.00 1,476 117% $ 129,888.00 1,476 $ 129,888.00 0 $ - 18 Planter Brick - In Place SY 362 $ 66.00 $ 23,892.00 361 100% $ 23,826.00 361 $ 23,826.00 0 $ - 19 Corrugated Polyethylene Storm S pipe 12 inch LF 85 $ 68.00 $ 5,780.00 9 11% $ 612.00 9 $ 612.00 0 .$ - 20 Corrugated Polyethylene Storm S pipe 10 inch LF 10 $ 143.00 $ 1,430.00 49 490% $ 7,007.00 49 $ 7,007.00 0 $ - 21 Catch Basin Type 1 EA 4 $ 425.00 $ 1,700.00 5 125% $ 2,125.00 5 $ 2,125.00 0 $ - 22 Rectangular Frame & Herringbone Grate EA 4 $ 350.00 $ 1,400.00 5 125% $ 1,750.00 5 $ 1,750.00 0 $ - 23 Adjust Manhole EA 11 $ 500.00 $ 5,500.00 7 64% $ 3,500.00 7 $ 3,500.00 0 $ - 24 Adjust Catch Basin EA 2 $ 500.00 $ 1,000.00 6 300% $ 3,000.00 6 $ 3,000.00 0 $ - 25 Adjust Valve Box EA 10 $ 500.00 $ 5,000.00 10 100% $ 5,000.00 10 $ 5,000.00 0 $ - 26 Crushed Surfacing Top Course (trench backfill) TON 200 $ 25.00 $ 5,000.00 231 11 115.56% $ 5,777.75 231 11 $ 5,777 75 0 $ - 27 Topsoil, Type B CY 60 $ 22.00 $ 1,320.00 30 50% $ 660.00 30 $ 660.00 0 $ - 28 SOD Installation SY 350 $ 4.85 $ 1,697.50 348 99% $ 1,687.80 348 $ 1,687.80 0 $ - , :=4!0. 0i : A.At .gi ' ; / ).0.. i '. ', 4 1: if i A-9.9 r .-q..404 TORgl-PJZ 0-17/APF=4 Amount; taM.ITY.0-44i Previous.; EZ.PRaPt!tlY'*1 t Wi'rtPq',4"i: i4:14'6.ti Vagglztt-MbL4iiiititilfiggiiligAVWY is' Unit cli,i _=-:ZArriiiitilieA 0:1 Z7tiiian aea.qitA .VAIiiiiiiiiitilif:3A6 h bifeVM Sf.V.11bet 29 Cement Concrete Barrier Curb and Gutter LF 1,520 $ 11.50 $ 17,480.00 1,956 129% $ 22,494.00 1,956 $ 22,494.00 0 $ 30 Commercial Driveway Approach EA 5 $ 3,300.00 $ 16,500.00 5 100% $ 16,500.00 5 $ 16,500.00 0 $ _ 31 Residential Driveway Approach SY 90 $ 44.00 $ 3,960.00 271 301% $ 11,924.00 271 $ 11,924.00 0 $ - 32 Removing Fence LF 450 $ 2.00 $ 900.00 336 75% $ 672.00 336 $ 672.00 0 $ - 33 Airport Fence LF 450 $ 18.00 $ 8,100.00 319 71% $ 5,742.00 319 $ 5,742.00 0 $ - 34 End, Gate, Corner and pull post for airport fence EA 4 $ 310.00 $ 1,240.00 4 100% $ 1,240.00 4 $ 1,240.00 0 $ - 35 Temporary Security Fencing LF 300 $ 2.00 $ 600.00 300 100% $ 600.00 300 $ 600.00 0 $ - 36 Monument Case & Cover EA 1 $ 500.00 $ 500.00 1 100% $ 500.00 1 $ 500.00 0 $ - 37 Cement Conc. Sidewalk SY 862 $ 34.00 $ 29,308.00 700.66 81% $ 23,822.44 700.66 $ 23,822.44 0 $ - 38 Cement Conc. Sidewalk Ramp Type parallel A EA 8 $ 600.00 $ 4,800.00 16 200% $ 9,600.00 16 $ 9,600.00 0 $ . 39 Mailbox Supports, Type 2 EA 4 $ 590.00 $ 2,360.00 3 75% $ 1,770.00 3 $ 1,770.00 0 $ - 40 ILLumination System LS 1 $ 45,000.00 $ 45,000.00 1 100% $ 45,000.00 1 $ 45,000.00 0 $ - 41 Traffic Signal System LS 1 $ 157,000.00 $ 157,000.00 1 100% $ 157,000.00 1 $ 157,000.00 0 $ - 42 Permanent Signing LS 1 $ 1.00 $ 1.00 1 100% $ 1.00 1 $ 1.00 0 $ - 43 Paint Line LF 6,000 $ 0.45 $ 2,700.00 6,512 109% $ 2,930.42 6,512 $ 2,930.42 0 $ - 44 Plastic Stop Line LF 160 $ 11.50 $ 1,840.00 149 93% $ 1,713.50 149 $ 1,713.50 0 $ - 45 Plastic Crosswalk Line SF 560 $ 4.50 $ 2,520.00 554 99% $ 2,493.00 554 $ 2,493.00 0 $ - 46 Plastic Traffic Arrow EA 12 $ 150.00 $ 1,800.00 12 100% $ 1,800.00 12 $ 1,800.00 0 $ - 47 Repair or Replacement FA 1 $ 80,000.00 $ 80,000.00 0.9300 93% $ 74,398.73 0.9300 $ 74,398.73 0 $ - PROJECT TOTAL $ 782,000.00 100.12% $ 782,907.81 $ 782,907.81 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. CITY ENGINEER /s/ Doug Mayo � » � - �fU� � i < o z> . � �. fluent) . \ ƒ $ a _ -� - ® - -- tumr