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HomeMy WebLinkAbout04/19/2011 17 North 66th Ave. & Summitview Ave., Belsaas & Smith Construction, Inc., Project No. AS2191 - Final Payment II I BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON • AGENDA STATEMENT • Item No. 1 7 For Meeting Of 4/19/11 g I ITEM TITLE: Final Contract Payment for Belsaas & Smith Construction, Inc. — N. 66 Ave. & Summitview Ave. - City Project No.: AS2191 (Standard Motion V -B _ Accept the project and approve the final payment) II SUBMITTED BY: Joan Davenport — Acting CED Director CONTACT PERSON/TELEPHONE: � Doug Mayo —.City Engineer 509- 576 -6678 SUMMARY EXPLANATION: This project reconstructed and improved the intersection at N. 66 Avenue and Summitview Avenue, by constructing left -tun lanes on 66 Avenue and Summitview Avenue, and installing a traffic signal. The cost overruns resulted from the need to construct more retaining walls than anticipated, install additional catch basins and paving a larger area. Funds to construct this project came from the 2008 LTGO Bond. Final inspection for this proje was made and the recommendation is that the project be accepted. 40 i T his Council action is to accept project and approve the final construction costs. Contractor: Belsaas & Smith Construction, Inc. Contract Award: a 8/4/10 Contract Cost: $483,786.00 Final Contract Cost: $518,604.06 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 Arterial Street Fund 142 APPROVED FOR SUBMITTAL:" \ City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: . 0 . it • • i City of Yakima PROJECT TITLE. N. 66th Avenue & Summitview Ave City Engineering Division 129 N 2nd Street City Project No.: AS2191 Yakima, WA 98901 • • TO: Belsaas & Smith Construction, Inc. Progress Estimate No.: FINAL Pay Period • Date: March 9, 2011 Ei ter, z Y F. `����', 1{ n.�e- ,,.: t _ :- . ...i. ' _ , , . < i '- _ t 9' t V ia • * �K: . � . �. ,. - . . � .. �' f .. 5? `� �- Y - e .,� � . � - �- �_s���� � _F. � -- - x - r�°, � s�=.. t -[ "? ��- �y� • t'�� 4-. >. ' • .. - :StMPOW. f 1..x.-4 t ., [ie 011fl ' Al' tii ss _ .z- '" s _•..V ..b ;,....,3-.411- "' ° r ._ �-. , -- _` :. -. -•a .. 6 tT `. . . - -- .�. ,�;r s •. _.. _ ,...__s : _ ... r�s.. ._...� .._-_ = .ate: _ _ �...:. cda - 1 SPCC Plan LS 1 $350.00 $ 350.00 1 100% $ 350.00 1.00 $ 350.00 0 $ - 30 2 Mobilization LS 1 $48,000.00 $ 48,000.00 1 100% $ 48,000.00 1.00 $ 48,000.00 0 $ - 30 3 Project Temporary Traffic Control LS 1 $12,700.00 $ 12,700.00 1.00 100 % - $ 12,700.00 1.00 $ 12,700:00 ■ 0.00 $ - 30 4 Clearing & Grubbing LS 1 $8.900.00 $ 8,900.00 1 100% $ 8,900.00 1.00 $ 8,900.00 0 $ • - 30 5 Removal of Structures & Obstructions LS 1 $14,800.00 $ 14,800.00 1 100% $ 14,800.00 • 1.00 $ 14,800.00 0 $ - 30 ' 6 Saw Cut, Per Inch Depth LF 1,172 $1.00 $ 1,172.00 4827 412% $ 4,827.00 4827 $ 4,827.00 0 $ - 30 7 Roadway Excavation Incl. Haul CY 1,043 $18.00 $ 18,774.00 1043 100% $ 18,774.00 1043 $ 18,774.00 0 $ - 30 • 8 Crushed Surfacing Base Course TON 900 $18.00 $ 16,200.00 . 918.32 102% $ 16,529.76 918.32 $ 16,529.76 0.00 $ - 30 9 Asphalt Treated Base TON 456 $72.00 $ . 32,832.00 406.90 . 89% $ 29,296.80 406.90 $ 29,296.80 0.00 $ - 30 10 HMA CL. 1/2" PG 64 -28 .TON 713 $85.00 $ 60,605.00 843.36 118% $ 71,685.60 779.36 $ 71,685.60 . 64 $ - - 30 11 Planing Asphalt Concrete Pavement SY 4,482 $2.50 $ 11,205.00 4380 98% $ 10,950.00 4380 $ 10,950.00 0 $ - 30 12 Corrug. Polyethylene Storm Sewer Pipe LF 92 $32.00 $ 2,944.00 92 100% $ 2,944.00 92 . $ 2,944.00 0 $ - 30 13 Catch Basin Type 1 EA 2 $1,080.00 $ 2,160.00 5 250% ' $ 5,400.00 5.00 $ 5,400.00 0 $ - 30 14 Adjust Manhole EA 4 $400.00 $ 1,600.00 4 100% $ 1,600.00 1.00 $ 1,600.00 3 $ - 30 15 Adjust Telephone Manhole EA 1 $400.00 $ 400.00 1 100% $ 400.00 1.00 $ 400.00 0 $ - 30 16 Adjust Catch Basin EA 1 $350.00 $ 350.00 0 0% $ - 0.00 $ - 0.00 $ - 30 17 Adjust Valve Box EA 7 $350.00 $ 2,450.00 7 100% $ 2,450.00 7.00 $ 2,450.00 0 $ - 30 18 Crushed Surfacing Top Course (for Trench Backfill) ' TON 50 $30.00 $ 1,500.00 106.68 213% $ 3,200.40 70.99 $ 3,200.40 35.69 $ - 30 19 Structure Excavatoni Class B Intl Haul CY 30 $18.00 $ 540.00 30 • 100% $ 540.00 30.00 • $ 540.00 0 $ - 30 20 Cement Conc. Traffic Curb and Gutter LF 1,422 $9.00 $ 12,798.00 1459.5 103% $ 13,135.50 1458.00 $ 13,135.50 2 $ - 30 21 Cement Conc. Residential Driveway approach SY 163 - $38.00 $ 6,194.00 159 98% $ 6,042.00 0.00 $ 6,042.00 159 $ - 30 22 Monument Case and Cover EA 1 $500.00 $ 500.00 0 0% $ - 0.00 $ - 0.00 $ - 30 23 Cement Conc. Sidewalk SY 704 $28.00 -$ 19,712.00 801 114% $ 22,428.00 0.00 $ 22,428.00 1801 $ - 30 24 Cement Conc. Sidewalk Ramp, Type 2 EA 3 $900.00 $ 2,700.00 3 - 100% $ 2,700.00 • 0.00 $ 2,700.00 3 $ - - 30 25 Cement Conc. Sidewalk Ramp, Type 4A EA 4 $900.00 $ 3,600.00 4 100% $ 3,600.00 0.00 $ 3,600.00 . 4 $ • - 30 26 Cement Conc. Sidewalk Ramp, Type 5 • EA 1 $900.00 $ 900.00 1 100% $ 900 -00 0.00 $ 900.00 1 $ - - 30 27 Illumination System Complete LS 1 $14,900.00 $ 14,900.00 1.00 100% $ 14,900.00 1.00 $ 14,900.00 0.00 $ - - , 64 28 Traffic Signal System Complete LS 1 $169,000.00 $ 169,000.00 1.00 100% $ 169,000.00 1.00 $ 169,000.00 0.00 $ - 64 29 Masonary Retaining Wall FA 1 $8,000.00 $ 8,000.00 17557.85 219% $ 17,557.85 0.00 $ 17,557.85 17557.85 $ - 30 • . .� � � � ,:.. :. � �' i �'r._ �s�'',��, � � " ..� ; iii.: z _ .: � ` " ' -,�' ;"'.:5 - ' ,.� �;,.'" - - - -'r.� weew .e,� ... - - ' -.., ; � _ _. s . ,.'. �.x _ .::_ , sx5 .. ; � i i ?..r . . - .gym- = `t'�'- .k. .F, __ n US'm� • „„ ,, _ -ate, '42Eirg .4 30 Repair or Replacement FA 1 $8,000.00 $ 8,000.00 14993.15 187% $ 14,993.15 0.00 $ 14,993.15 14993.15 $ 30 PROJECT TOTAL $ 483,786.00 107% $518,604.06 • • •