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HomeMy WebLinkAbout11/01/2011 17 Coolidge Road, City Project No. AS2217, Final Payment; TTC Construction, LLC BUSINESS OF THE CITY COUNCIL • YAKIMA, WASHINGTON AGENDA STATEMENT 7 Item No. For Meeting Of November 1, 2011 ITEM TITLE: Final Contract Payment for TTC Construction, LLC. Coolidge Road City Project No.: AS2217 (Standard Motion V -B — Accept the project and approve the final payment) SUBMITTED BY: Michael Morales — Director of Community & Economic Development CONTACT PERSON/TELEPHONE: Doug Mayo, City Engineer -- 509 - 576 -6678 SUMMARY EXPLANATION: This project provided for the improvements of Coolidge Road between 88 Avenue and 80 Avenue, by widening the gravel road to a 28 -foot wide asphalt roadway. The work consisted of installing a storm drainage system, constructing the roadway with crushed surfacing base course, asphalt treated base, and hot mix asphalt, and installing curb and gutter. Funds to construct the project came from a Congestion Mitigation Air Quality (CMAC) federal grant, private contributions collected by the County from private developments that occurred while this land was under County jurisdiction, and private development after annexation. Cost overruns resulted mainly from additional concrete work, and additional crushed surfacing base course required to raise the grade of the roadway to provide clearance over an existing drainage pipe. Final inspection for this project was made and the recommendation is that the jroect be p accepted. This Council action is to accept the project and approve the final construction costs. Project Engineer: Randy Tabert (City Engineering) Contractor: TTC Construction, LLC Contract Award: 10/4/10 Contract Cost: $516,447.89 Final Contract Cost: $540,740.47 Amt. This I?ayment: -0- The above total contract cost is for 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 Street F -nd (1422) , APPROVED FOR SUBMITTAL: /'� / Cit Manager Y 9 STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: 0 - • • City of Yakima PROJECT TITLE Coolidge Road - Widening and Paving City Engineering Division 129 N 2nd Street City Project No.: AS2217 Yakima, VVA 98901 TO: TTC Construction, LLC Progress Estimate No.: FINAL Pay Period Date: August 31, 2011 : ,ffil VATI,WWWARE: Wil iliTIC Tilt! : -,,,Ii grottodit :,--147914:000: °.;i1r:::;;Tzt V .!! '"Aktit,,, NT, %tom vatiotiot . 4Pik goo* ::,', .opilok.:._ ,,,ximiillSR Faciiiiiititiz ,vogiiiitiia, illyis.mel.% o.:,[0.0.thio.tw„; orkokiiiotioK 1 SPCC Plan LS . 1 $346.24 $ 346.24 1 100% $ 346.24 1 $ 346.24 2 Mobilization LS 1 $33,663.56 $ 33,663.56 1 100% $ 33,663.56 1 $ 33,663.56 3 Project Temporary Traffic Control LS 1 $15,887.46 $ 15,887.46 1 100% $ 15,887.46 1 - $ 15,887.46 4 Clearing and Grubbing LS 1 $2,716.82 $ 2,716.82 1 100% $ 2,716.82 1 $ 2,716.82 5 Saw-Cut, Per Inch Depth LF 350 $1.03 $ 360.50 583 166.57% $ 600.49 583 $ 600.49 6 Roadway Excavation Incl. Haul CY 1,320 $15.65 $ 20,658.00 1320 100% $ 20,658.00 1320 $ 20,658.00 . 7 Crushed Surfacing Top Course (for trench back) TON 1,200 $13.82 $ 16,584.00 798 66.50% $ - 11,028.36 798 $ 11,028.36 8 Crushed Surfacing Top Course (Sidewalk) TON 159 $28.06 $ 4,461.54 270.55 170.16% $ 7,591.63 271 $ 7,591.63 9 Crushed Surfacing Base Course TON 2,800 $16.67 $ 46,676.00 3687.92.. 131.71% $ 61,477.63 3687.92 $ 61,477.63 10 Asphalt Treated Base TON 2,030 $48.08 $ 97,602.40 1961.75 96.64% $ 94,320.94 1962 $ 94,320.94 11 HMA CL. 1/2 in., PG 64-28 TON 1,035 $67.67 $ 70,038.45 1290.4 124.68% $ 87,321.37 1290.4 $ 87,321.37 12 Job Mix Compliance Price Adjustment CALC -1 $1.00 $ (1.00) 0 0% $ 0 $ - - 13 Compaction Price Adjustment CALC -1 $1.00 $ (1.00) 0 0% $ 0 $ - - . 14 Plain Conc. Culv. Pipe 12 Inch Diam LF 35 $47.32 $ 1,656.20 83 ' 237.14% $ 3,927.56 83 $ 3,927.56 15 Corrugated Polyethylene cuiv. Pipe 12 in. diam LF 225 $16.68 $ 3,753.00 165 73.33% $ 2,752.20 165 $ 2,752.20 16 Corrugated Polyethylene Storm Sewer Pipe 12 LF 1,220 $16.20 $ 19,764.00 1203 98.61% $ 19,488.60 1203 $ 19,488.60 17 Stormwater Treatment System LS 1 $31,208.37 $ 31,208.37 1 100% $ 31,208.37 1 $ 31,208.37 • .18 Catch Basin Type 1 EA 19 $451.75 $ 8,583.25 20 105.26% $ 9,035.00 20 $ 9,035.00 19 Vaned Grate For Catch Basin, Type 1 EA - 19 $210.58 $ 4,001.02 20 105.26% $ 4,211.60 20 $ 4,211.60 20 Drainage Retention Basin w/24 in. diam. Perf. LF 346 $69.40 $ 24,012.40 328 94.80% $ 22,763.20 328 $ 22,763.20 21 Adjust Manhole EA 4 $258.10 $ 1,032.40 4 100% $ 1,032.40 4 $ 1,032.40 22 Structure Excavation CI. B Incl. Haul CY 1,720 $8.33 $ 14,327.60 1258 73.14% $ 10,479.14 1258 $ 10,479.14 23 Shorting or Extra Excavation Cl. B LF 700 $0.20 $ 140.00 562 80.29% $ 112.40 135 $ 112.40 24 Adjust Valve Box EA 7 $251.61 $ 1,761.27 8 114.29% $ 2,012.88 8 $ 2,012.88 25 Silt Fence LF 4,940 $1.95 $ 9,633.00 2040 41.30% $ 3,978.00 2040 $ 3,978.00 26 ESC Lead DAY 6 $230.83 $ 1,384.98 0 0% $ - 0 - $ - 27 Cement Conc. Traffic Curb and Gutter LF 5,265 $8.50 $ 44,752.50 5303.5 100.73% $ 45,079.75 5283.5 $ 45,079.75 28 Removing and Resetting Fence LF 350, $6.20 $ 2,170.00 538 153.71% $ 3,335.60 538 $ 3,335.60 29 Removing Fence FA 1 $5,000.00 $ 5,000.00 1975.41 39.51% $ 1,975.41 0 $ 1,975.41 30 Cement Conc. Sidewalk, 4 In. Thick SY 26 $41.92 $ 1,089.92 150.86 580.23% $ 6,324.05 90 $ 6,324.05 31 Cement Conc. Curb Ramp, Type Parallel A EA 1 $870.93 $ 870.93 1 100% $ 870.93 1 $ 870.93 32 Mailbox Support Type 1 EA 4 $578.52 $ 2,314.08 5 125% $ 2,892.60 5 ' $ 2,892.60 • �. i m :. :. >� �;. €:�,- � >� � rp- z �Ra �ert.,:.�:na,� iw `� M +a t � _ :xa •i .., :- . ... .. 5• ;i�a . r'x u'+ *: ..,. _ s c ' ;;rsr.,, sv"" ° :'-s E "r , s � _ ,., . ,.. $id " <= U nit °t ti Bi" 'C, oiitra8 z" io Uat- k o . ;Amoiin i P : � , ti x :� :'`'�`>r �_ , � :�`.� t ous „v p� Gi .•ar,:' .�:� '� >: ...*a�T s` -” c.��e � � .k4; "- ��.�..� y�'�F^�..� "�` �`^" . - ,;e �`_ Description; _ � � �� . .Unit: Quarit � *�Price ;�� rAmouri �r :�Quanti � �� � '���,. ��"' x ua ' °'�r �Y - s § ,•�_ _._ ..�. r ,.. Cntiac�� w ti :s �� :': � !!t!tY =� .� Payment 33 Repair or Replacement FA 1 $30,000.00 $ 30,000.00 1.1216 112.16% $ 33,648.28 0 $ 33,648.28 PROJECT TOTAL $ 516,447.89 105% $ 540,740.47 $ 540,740.47 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER /s/ Doug Mayo •