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Home My WebLink About11/17/2009 12B McAlister Business Park Phase 2 Improvements Final Contract Payment, Project A2249 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT - • Item No. 1 For Meeting Of November 17, 2009 ITEM TITLE: Final Contract Payment for McAlister Business Park Phase 2 Improvements — City Project No.: A2249 SUBMITTED BY: Doug Mayo — City Engineer • Brett Sheffield - Chief Engineer CONTACT PERSON/TELEPHONE: Doug Mayo — City Engineer, 509-576-6678 SUMMARY EXPLANATION: This project constructed new roads, curb, gutter and sidewalks, lighting, stormwater, sewer and waterlines for McAlister Field Business Park. 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. Contractor: Valley Excavating L.L.0 Contract Award: 10/30/2008 Contract Cost: $323,962.15 Final Contract Cost: $334,277.68 Amt. This Payment: -0- The above total contract cost is fbr construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Arterial Stree, APPROVED FOR SUBMITTAL: City Manager • STAFF RECOMMENDATION: Accept the project and approve final estimate. BOARD RECOMMENDATION: COUNCIL ACTION: . . . . . • • • , . . ' . . . . . . . . CITY OF YAKIMA . . . . ' . . . . , • . • . , . . PROJECT 82249 . PROJECT NAME: MCALLISTER BUSINESS PARK 10/5/2009 CONTRACTOR: VALLEY EXCAVATING • . . . . . • .. . , . . . . . , PROGRESS ESTIMATE NO. FINAL . . . . . . . . . . . , . . . . . BID TOTAL TO ' TOTAL NO. ITEM - BID UNIT UNIT PRICE ' , CONTRACT DATE 1 OF - PREVIOUS PREVIOUS THIS AMOUNT . ACCOUNT • QUANTITY . . AMOUNT ' QUANTITY CONT. AMOUNT QUANTITY PAYMENTS PERIOD . DUE DEF . . . . - SCHEDULE A 1 SPCC.PLAN , . 1 LS $500.00 $500,00 100% - 1001 $500,00 1001 $500-00 0% $0.00 30 , - 2 MOBILIZATION 1 LS $9,500.00 $9,500.00 1001 . 1001 $9,500.00 1001 $9,500.00 01 MAO , 30 3 PROJECT TEMPORARY TRAFFIC CONTRO, 1 LS $1,000.00 . $1,000.00 100% 1001 51,000.00 100% 51,000.00 0% $0,00 ' 30 4 CLEARING AND GRUBBING 1 LS - $4,250.00 $4,250.00 100% 100% $4,250.00 100% $4,250.00 0% $0.0 . ,' 30 5 REMOVAL OF STRUCTURE AND PBSTRUC" • . 1 LS $1,200.00 $1,200.00 100% 100% $1,200.00 1001 $1,200.00 0% ' 00.00 30 ... 6 SAW CUT, PER INCH DEPTH 100 LF 1 $2.00 . $200.00 100 100% 5200.00 - 1001 $200,00 • 05 10.00 . 30 7 ROADWAY EXCAVATION INCL.'HAUL 1,250 CY 1 $5.00 $6,250.00 1250 1001 $6,250.00 100% $6,250.00. 5) .$0.00' 30 . 8 CRUSHED SURFACING BASE COURSE 1050 TON $16.50 517:325.00 1093 104% • $18,034.50 104% $18,034_50 :05 - 50.'00-.' 30 . , . 9. AspaxLr TREATED BASE 700 TON $75,00 $52,500.00 713 102% $53,475.00 102% $53,475.00 •.'0% $0.00 - 30 10 HgA, CL. 1/2. IN. PG 64-26 . 350 TON 5107.42 537,597.00 : 441 1261 547,372.22 . 1269 . $47,372.22 01 $0.00 30 11 PAVEMENT REPAIR ' 50 SY $33.10 $1,655.00 0 0% $0.00 09 $0...00 .61 ' $ 0.00 - . 30 . . 12 CoRRUGATEC.POLYETHYLENESTROM SEW. ' 210 LT $16.50 . $3,465.00 206 98% $3,399.00 98% $1,399,00 0% ,:,. . $0.00 30 . .. 13 CATCH BASIN TYPE 1 6 EA $765.00 $4,590.00 6 100% $4,590.00 1001 $4,590.00 • 0% $0,.00 . 30 14 CRUSHED SURFACING TOP COURSE . 100 TON $14.00 $1,400.00 . 0 0% $0.00 09 $0.00 0% ' $0.00 30 15 ESC LEAD . 10 DAY $100.00 $1,000.00 0 01, $D.00 0% • $0,00 ' , :0% .. - $0.•00 30- . . . 16 GRASSY SWALE 3 EA 51,850.00 $5,550.00 . 3.00 1005 $5,550.00 1001 $5,550.00 0% .$0.00 30' - . 17 CEMENT CONC. TRAFFIC CURB AND GU' 1,478 LF r$8.61 $12,725.58 1217 82% $10,478.37 82% $10,478.37 05 ,: -so:bo 30 18 COMMERCIAL DRIVEWAY APPROACH 6 EA $4_620.00 $27,720.00 ' 7 117% $32,340.00 1179 . $32,340.00 01 ' $0.00 30 • 19 MOUMENT CASE AND COVER . 2 EA $1,000.00 $2,000.00 2 1009 $2,000.00 . 100% $2,000.00 0% ' $0,00 • 30 ' 20 CEMENT CONC. SIDEWALK, 4 IN. THIS 1098 SY $26,40 $2E1,987.20 1077 985 $28,432.80 989 $28,432.80 „Cr% ' $0.00 . 61 21 CEMENT CONC. SIDEWALK RAMP, TYPE 4 EA - .$ 660.00 $2,640.00 18 450% $11,880.00 . 4501 $11,880,00 0% • $0.00 ' 61 22 SIGNPOST SOCKETS 4 EA .5125.00 $500.00 2 50% $250.00 . . 50% $250.00 . 01 '' $0.00 , • 30 23 ILLUMINATION'SYSTEM , ' , 1 LS $19,425.00 $19,425.00 1 100% $19,425.00 1009 $19,425.00 . 09 • ' $0.00 63 24 -REPAIR & REPLACEMENT 1 FA $20,000.00 $20,000.00 2706 141 $2,706.33 14% • $2,706.33 0% $D,00 .' 30 • SCHEDULE A TOTALS $261,979.78 ' 100% . $262,833.22 100% $262,833.22 05 . $0.00 . . . _ SCHEDULE 8 UTILITIES . , . 25, MANHOLE 48 IN, DIAM, TYPE 1 1 EA $1,575,00 $1,575.00 1 100% $1,575.00 100% $1,575.00 0% $0.00 35 -26, i DUOTTLE IRON PIPE FOR WATER MAIN 800 LT $37.50 • $30,000.00 960 120% $36,000.00 1205 $36,000.00 ' 01 $0.00 34 27- GATE VALVE 8 IN. 6 EA $1,o60.00 $6,360.00 6 100% $6,360.00 ' 671 , $4,240.00 33% 52,120,00 34 • 28 HYDRANT ASSEMBLY 2 EA • $3,350.00 $6,700.00 2 100% $6,700.00 1001 $6,700.00 01 . $0,00 34 29 SERVICE CONNECTION 8 IN. DIAM. (NO BID ITEM) . ' - . • • . . • . , . . . . . . . . . . . . . . . ' . . . . . . . . • , . . . . . . . . . . . . . . . . . . . . . • . • . . . . ' . . . , . _ . . . . * '•''' • . . • . . . . . . . . , . , . . . . • . .