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<br /> n Date: 9/1.4/.2016 j • City of Everett-Public Works Department • cutoff/]ate: :/2612016
<br /> Time: 10:55 AM i Contract Estimate Voucher.
<br /> For Work O.rder;#3470A.
<br /> Project: 324 1 • . •• Contractor INTERa/WSST CONSTRUCTION
<br /> SEINER"M"REP.LACEMERIT`& Estimate#19 •609 NORTH HILL BOULVARD' •
<br /> • CAPACITY IMPROVEMENT$• .
<br /> WO 3470A:BID:$4;.917,593.69 • .BURLINGTON;WA.•98233 •
<br /> • TOTAL BID:$10,975,1.89.68 • • •
<br /> Unit Plan Total Previous. Present • • • Total. Previous Present
<br /> 3m'#• Description . Units Price Quantity Quantity •Quantity. Quantity Amount :Amount . Amount
<br /> 101 Surveying' • LS 21,800.00 1.00 1.0000 • 1,0000 0,0000• 21,800.00 21,800.00 0410•
<br /> 102 Contractor's Liaison LS 661675:00 1:00 1.0.000 1.0000 0.0000: 66,675.00 66,675.00 • 0:00
<br /> 103 Mobilization. LS,. 371,,000.00 1.00 1.0090 1.0000 0,0000 371,000.00 371;000,90 0:00
<br />)04 Traffic Control.Labor j 14R. . 54.00 1,664.00 ' 6,387.2500 6,367.2590 0,0000' 343,831.50 343;831,50• 0,00
<br /> 105' Maintain&Protect Traffic panto! LS 62,20.00 1..00 1:0000 1.0.000 . •0:0080 57,29(100 '62,200.00 0.00• •
<br />)06 Temp.Sedimentation•&Erosion Control LS 36,150.00 1:00 . 1,0000 1.0000- 0:0000 36,1.59.00 36;150:00 0.00
<br /> 107 Street.Cleaning/Sweeping HR. • 160.00 218.0.0 222.5000. 979.5000 0.0000 35•,600.00 .35•,600:00 . 0.00
<br />)08 Sawcut•Pavement,Final•Cut to 6"Thick . LF 2:00 3,340.00 5,183:0000 5;183.0000 0.0000 10,366.00• 10,356.00 0.00
<br /> IN Sawcut Pavement,Final Cut,Additional 1" :LF 2.00 3,150.00 13,054.0000 13,054.0000 0.0000 26,108.00 26,1.08.00 0.00
<br /> v ' Thick
<br /> 110 Grinding/Planing Bituminous Pavement'• SY 3.50• 2,360.00 3,.706,2000 3,706:2000 0.0000 • 12,971.70 12,971.70 0.00.
<br /> 011 Trench Excavation.Safety;Systems LS 21,200.00 1.00 1.0000 1.0000 0.0000 21,200.00 21,200;00 0;,00
<br /> D12 Roadway Excavation Including Haul Cy 44.50 4,19040 4,475.7500 4,475.7500 ' 0.0000 199,170.88 199,170.88 0.00
<br /> 013 ConstructionGeotextile , SY 2.50 3,.150.00 0,0000 0.0000 0.0000 0.00 0.00' 0.00
<br /> 014 Foundation Material TN 61.00 1,940:0.0 86.8900 86:.8900 0.0000 .5,300.29 5;.300.29 0.00
<br /> 515 •RoadWay Treated Asphalt Base TN 72.00 4,200.00 0.0000 0.0000 0.0000 0.00 0.00 ado
<br /> 016 Crushed Surfacing Top Course TN• 44.00 170.00 807.4990' 807,4900 ' 0.0000 35,529.56 35,529.56• 0:00 •
<br /> 017 Crushed Surfacing Base Course TN 22.00 9,329.00 17,611.0400 17,611.0400 0.0000 387,442.88 387,442.89 0.00
<br /> 018 Gravel Borrow,Including Haul . TN 21.00 17,187.00 24,699.2400 24,699.2400 0.0000 518,684:04 518,684.04 0.00
<br /> 019 Controlled Density Fill.(CDP) CY • 120;00 75.00 0.0000 0.0000 0,0000 0.00. 0.00 0.00
<br /> 020 Cement Concrete Pavement,Road Panels CY 200.00 240.00 0.0000 - 0.0000 0.0000 0.00 .0:00' 0.00
<br /> 021 Temporary Pavement Patch TN 175.00 216.00 253,9100 263.9100. 0.0000 44,434.25 44,434.25 . 0.00
<br /> 1022 Asphalt Class B/HMA 1/2"PG 64-22 TN 77.00 3,080.00 4,089.8300 4,087.8300 2.0000 314;916.91 314,762.91 154.00
<br /> 1023 Concrete Pavement CY 500.00 6.00 50.1600 50.1600 0.0000 25,080.00 25,080.00 0,00 • •
<br /> 1024 Manhole 48-Inch,Typal EA 4,500.00 20.00 26.0000 26.0000 0.0000 117,900.00 117,000.00 0.00 - .
<br /> 1025 Manhole 54-Inch,Type•1 EA 5,550.00 1,00 1.0000 1.0000 0.0000 5;550.00 5,560.00 0,00
<br /> 1026 Manhole 60-Inch,Type 1. EA 8,700.00 15,00 15.0000 15.0000 • 0.0000 130,500.00 1.30,500.00 0.00 .
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