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• <br /> • <br /> • <br /> Run Date: 8/10/2016 • City of Everett-Public Works Department Cutoff Date: 7/29/2016 <br /> Time; 9:47 AM Contract Estimate Voucher <br /> Project: 321 For Work Order#33950 Contractor: INTERWEST CONSTRUCTION <br /> BROADWAY BRIDGE REPLACEMENT Estimate#21 609 NORTH HILL BOULEVARD <br /> • <br /> WO 3395•D BID:$981,626.00 BURLINGTON,WA 98233 <br /> TOTAL BID:$7;969;043.85 , <br /> Unit Plan Total Previous Present Total Previous Present <br /> Item# Description Units Price Quantity Quantity Quantity Quantity, Amount Amount Amount <br /> 0001 Structure Excavation Class A Incl.Haul •CY .33:00 525.00 684.2200 684.2200 0.0000 22,579.26 22,579.26 0.00 <br /> 0002 Shoring or Extra Excavaion,Class' Ls 80,;000.00 1:00 1.0000. . 1:.0000 0.0000 80,000.00 80,000,00 0.00 <br /> 0003 Structural Earth Wall SF 33.50 2,100.00 1,540.3100- 1;540.3100: 0.0000 51,600.39 51,600.39 0,00 <br /> 0004 Soil Excavation for Shafts Incl.Haul •CY 160.00 480.00 477.5000 477,5000 0.0000 76,400.00 76,400.00 0,00 <br /> 0006 Steel Reinforced Bar for Shafts -LB' • 1.25 81,0.00:00 80,713:0000 801713.0000• '0.0000 1.00;891.25 1'00;891.25 0':00 <br /> 0006 CSL.Access Tubes LF :9.00 5,560.0.0 5,928:0000 5,928,0000 0.0000. 53;352.00 53,352.00 0.00 <br /> • 0007 •CSL Test-Walls EA. 147.00 38.00 38;0000 38.0000 0.0000 5,586.00 5,586.00 .0.00 <br /> 0008 Concrete Class 4000.for Shafts CY 108.00 480:00 477.5000 477.5000 0.0000 61,570.00 51,570.00 0.00 +- <br /> 0009 Train Barrieron Retaining Walls LF 160.00 410.00 407,•3000 407.3000 0,0000 55,188.00 , 65,168.00 • 0.00 1---- <br /> 0010 'Steel Reinforced BarforWalls. 'LB '1.25 23,700.00 45,708.0000 45,706.0000 •0.0'00.0 57,132.50 57;132.50 0.00 <br /> 0011 Concrete:Class;4000 for•Walls :CY 794.00 375.00 378:4100 378.4100. 0.0000 3001457.54 305,457.54 0.00 <br /> 0012 Gravel Borrow:/Struet.Earth-Wall•Incl.•Haul •CY 29.00 950.00 741.6200 741.6200 0.0000 21,506.96 21,505,98 0;00 <br /> 0013 Rockery Wall SF 75.Q0 1260.00 147.7200 147.7200 0.0000 11,079.00 11,079.00 000 <br /> • 001.4 Concrete.fdr.SIdewafc.Suppoft Strwdture •CY 500.00 50:00 4.2.7700. 42.7700 0,000.0• 21,385:00 21,385.00 0,00 <br /> 0015 •Steel Reinforced Bar far Sldewalft•Support LB 1.30 4,700.00 4,700:0000 4,700.0000 0.00.00 5010,.00 5,110:00 .0.00 <br /> • 'Struck. <br /> 0016 'Unexpected'Site Changes •FA 1.00 10,00:0,00 25,.138.1500 25,9,91.7900" 146.3600 26,1.38,15 '25,991.79 146,36 <br /> 0017 Redestrlan.Handrall(Galvanited.9teely LF 165:00 1.92.00 181.0000 ' 181.0000 0.0000 28.;.055.00 28;055,00 0:00 <br /> • 001.8 .GravefBackflll'ftr'Walls -Cy • 41.00 • 430..00 517.6900 817,6900 0.0005 • •21,225;29 21,22529 '0:00 <br /> if/orlt Order Tbfals:. 1,000,235.36 1.,000,0.90.00' 14.6:36 <br /> I . <br />