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Home My WebLink About06/10/2008 19 Irrigation System Phase 3/Stage 1 Improvements Final Contract Payment - Project No. IR2180 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON 4111/ AGENDA STATEMENT Item No. *19 For Meeting Of 6/10/08 ITEM TITLE: Final Contract Payment for General 308 Irrigation System Phase 3 /Stage 1 Improvements — City Project No.: IR2180 SUBMITTED BY: Dave Brown-Water/Irrigation Division Manager Mike Shane,Water/Irrigation Engineer CONTACT PERSON /TELEPHONE: Mike Shane — Water/Irrigation Engineer 509 -576 -6480 SUMMARY EXPLANATION: This project sliplined approximately 4,700 linear feet of new 2 ", 3 ", 4 ", and 6" HDPE irrigation pipe, trenched approximately 8,200 linear feet of new 2 ", 3 ", 4 ", and 6" HDPE irrigation pipe, and installed 330 service connections, various valves and appurtenances. The project replaced the existing irrigation main and services in the neighborhoods south of Pacific Avenue, north of East Nob Hill Boulevard, east of South 6 Street and west of South Fair Avenue. The project also replaced the existing irrigation main and services on Custer Avenue between West Lincoln Avenue and West A Street. 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: KRCI, LLC Contract Award: 11/6/07 Contract Cost: $1,366,814.86 Final Contract Cost: $1,329,593.67 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution _ Ordinance X Other (Specify) Final Contract Payment Contract _ Mail to (name and address): Funding Source Irri ation Fund APPROVED FOR SUBMITTAL: City Manager 11/STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: City of Yakima GENERAL 308 IRRIGATION SYSTEM ID Water and Irrigation Division PHASE 3 / STAGE 1 IMPROVEMENTS 2301 Fruitvale Boulevard City Project No.: IR2180 Yakima, WA 98902 HLA Project No.: 07035A -C TO: KRCI, LLC Progress Estimate No.:, 7 and FINAL P.O. Box 5120 Wenatchee, WA 98807 Date: May 16, 2008 • V k 3@ i3 - '7 i" 97 F' 33 i hers# Contract Unat 3 Es imate m 7 Qaanthjr 11 t , ! mi ; k No = s llescr ptign .. ,... U Qu Pri ? ;' : t Rafe ' , A mount, 4 Quantit 1 Mobilization LS 1 $55,000.00 0% 100% $55,000.00 100% 2 Project Temporary Traffic Control LS 1 $8;000.00 0% - 100% $8,000.00 100% 3 Clearing and Grubbing LS 1 $51,300.00 0% 100% $51,300.00 100% 4 Pipe Cleaning and Inspection LF 4,875 $4.00 0 4,632 $18,528.00 95% 5 Obstruction Removal EA 5 $1,200.00 0 3 $3,600.00 60% 6 Access Pit EA 16 $800.00 0 17 $13,600.00 106% 7 Slipline 6 -Inch HDPE Pipe LF 770 $18.00 0 692 , $12,456.00 90% 8 Slipline 4 -Inch HDPE Pipe IS 2,040 $15.00 0 1,820 $27,300.00 89% 9 Slipline 3 -Inch HDPE Pipe LF 365 $17.00 0 ' 297 $5,049.00 81% 10 Slipline 2 -Inch HDPE Pipe LF 1,700 $15.00 0 1,848 $27,720.00 109% 11 Trench 6 -Inch HDPE Pipe LF 4,750 $25.00 0 4,334 $108,350.00 91% 12 Trench 4 -Inch HDPE Pipe LF 1,945 $22.00 0 1,961 $43,142.00 101% 13 Trench 3 -Inch HDPE Pipe LF 1,300 $22.00 0 1,302 $28,644.00 100% 14 Trench 2 -Inch HDPE Pipe LF 265 $27.00 0 450 • $12,150.00 170% 15 24 -Inch D.I. Pipe and Fittings, In Place LF 120 $300.00 0 123 $36,900.00 103% 16 Shoring or Extra Excavation LS 1 $1,000.00 0% 100% $1,000.00 100% 17 6-Inc -Inch Gate Valve EA 6 $1,000.00 0 6 $6,000.00 100% 18 4 -Inch Gate Valve EA 5 $880.00 0 8 $7,040.00 160% 19 3 -Inch Gate Valve EA 7 $750.00 0 7 $5,250.00 100% 20 2 -Inch Gate Valve EA 8 $730.00 0 14 $10,220.00 175% • 21 Service Saddle EA 326 $300.00 0 322 $96,600.00 99% 22 Service Valve EA 654 $150.00 0 638 $95,700.00 98% 23 Service Riser EA 320 $100.00 0 243 $24,300.00 76% 24 Type 1 Valve Box EA 152 $150.00 0 162 $24,300.00 107% 25 Type 2 Valve Box EA 528 $75.00 0 513 $38,475.00 97% 26 Service Lateral LF 4,300 $30.00 0 5,106 $153,180.00 119% 27 Blow -Off Assembly EA 1 $1,400.00 0 2 $2,800.00 200% 28 Mainline Tee and Valve Assembly LS 1 $80,000.00 0% 100% $80,000.00 100% 29 Ultrasonic Flow Meters and Electrical Vault LS 1 $18,000.00 0% 100% $18,000.00 100% 30 Roadway Excavation Including Haul CY 415 $30.00 0 544.0 $16,320.00 131% 31 HMA Repair, Type 1 (2 ") . SY 660 $35.00 0 349 $12,215.00 53% 32 HMA Repair, Type 2 (3") SY 1,340 $39.00 0 1,350 $52,650.00 101% 33 HMA Cl. 3/8" PG 64 -28 TN 230 $100.00 0.00 275.28 $27,528.00 120% 34 Gravel Surfacing Repair SY 13,200 $5.00 0 9,665 $48,325.00 73% 35 Sodded Lawn Repair SY 120 $14.00 0 149 $2,086.00 124% 110 36 Seeded Lawn Repair 80 $7.00 0 310 $2,170.00 388% 37 Cement Concrete Curb and Gutter LF 600 • $39.00 0 163 $6,357.00 27% 38 Concrete Slab, 4 -Inch Thick SY 150 $57.00 0 124 $7,068.00 83% C:,PROJEOTS12W71070354L KRCRPROGRESS ESTIMIITESG51808 PROGRESS ESTIMATE 7 and ANAL 1 Huibregtse, Louisan Associates, Inc. ��' '�j ,.'� h #'' �'' - ash, L�ULia44 ' unit 1= sttmate i ttantttJl h�� i� �IifFSCt Ne f t)escr ptPon Unit ,, Qu ` Prtce Gtuantity to Date { Anwunt Quanteiy 39 Concrete Slab, 6 -Inch Thick SY 140 $57.00 0 81 $4,617.00 58% 40 Select Backfill TN 1,700 $17.00 0.00 1,877.76 $31,921.92 110% 41 Hand - Placed Riprap CY 35 $60.00 0 10 $600.00 29% 42 Minor Changes FA EST $10,000.00 0.00 2,367.72 $2,367.72 24% SUBTOTAL $1,228,829.64 SUBTOTAL, WORK TO DATE $1,228,829.64 PLUS MATERIALS ON HAND $0.00 SUBTOTAL AMOUNTS $1,228,829.64 8.2% STATE SALES TAX $100,764.03 TOTAL $1,329,593.67 LESS AMOUNTS PREVIOUSLY PAID $1,329,593.67 AMOUNT NOW DUE $0.00 • Estimate No. 1 $ 151,222.55 Estimate No. 2 $ 406,370.19 Estimate No. 3 $ 162,219.56 Estimate No. 4 $ 385,769.46 Estimate No. 5 $ 216,629.16 • Estimate No. 6 $ 7,382.75 Estimate No. 7 and FINAL $ 0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. Michael T. Battle, PE • ACCEPTED: I hereby accept the Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09.9 of the WSDOT Standard Specifications. 1 f KRCI, LLC Date: • G'.WROJECTS12007 KRCIWROGRESS ESTIMATES 1051606 PROGRESS ESTIMATE 7 an7 FINAL 2 Huibregtse, Lowman Associates, Inc.