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Run Date: 8/10/2004 City of Everett-Public Works Department Cutoff Date: 1/23/2004 <br /> Time: 11:33 AM Contract Estimate Voucher <br /> Project: 155 For Work Order#3088 <br /> Contractor: POTELCO, INC <br /> HOYT/WETMORE 2-WAY CONVERSION Estimate#8 14103 8TH ST E <br /> WO 3088 BID:$734,078.60 SUMNER,WA 98390 <br /> TOTAL BID:$1,195,752.83 <br /> Unit Plan Total Previous Present Total Previous Present <br /> Item # Description Units Price Quantity Quantity Quantity Quantity Amount Amount Amount <br /> 0001 MOBILIZATION LS 61,714.29 1.00 1.0000 1.0000 0.0000 61,714.29 61,714.29 0.00 <br /> 0002 SURVEYING LS 7,812.50 1.00 1.0000 1.0000 0.0000 7,812.50 7,812.50 0.00 <br /> 0003 Maintenance&protection of traffic control LS 6,000.00 1.00 1.0000 1,0000 0.0000 6,000.00 6,000.00 0.00 <br /> 0004 TRAFFIC CONTROL LABOR HR 33.00 900.00 1,992.0000 1,992.0000 0.0000 65,736.00 65,736.00 0.00. <br /> 0005 RECORD DRAWINGS LS 750.00 1.00 1.0000 1.0000 0.0000 750.00 750.00 0.00 <br /> 0006 REMOVE INLET EA 486.00 11.00 11,0000 11.0000 0.0000 5,346.00 5,346.00 0.00 <br /> 0007 Sawing cement conc.sidewalk&/or pavement LF 2.00 2,700.00 2,422.0000 2,422.0000 0.0000 4,844.00 4,844.00 0,00 <br /> 0008 REMOVE CONCRETE CURB LF 2.15 1,300.00 1,881.0000 1,881.0000 0.0000 4,044.15 4,044.15 0.00 <br /> 0009 REMOVE CEMENT CONCRETE SIDEWALK SY 6.10 1,450.00 1,808.7000 1,808.7000 0.0000 11,033.07 11,033.07 0.00 <br /> 0010 REMOVE CEMENT CONCRETE DRIVEWAY SY 10.95 : 145,00 143.7000 143.7000 0.0000 1,573.52 1,573.52 0.00 <br /> 0011 Remove&dispose of storm drain pipe>12" LF 11.88 • 100.00 124.0000 124.0000 0.0000 1,473.12 1,473.12 0.00 <br /> 0012 Remove existing pave ment,Type 1,Class B SY 6.24 ' 1,380.00 1,895,9000 1,895.9000 0.0000 11,830.42 11,830.42 0.00 <br /> 0013 Roadway excavation including haul CY 9.48 680.00 181,2000 181.2000 0,0000 1,717.78 1,717.78 0.00 <br /> 0014 GRAVEL BORROW TN 16.80 160.00 802.8300 802.8300 0.0000 13,487.54 13,487.54 0.00 <br /> 0015 EVERETT#2 WASHED COARSE SAND TN 30.60 30.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 <br /> 0016 Machine operated mechanical compac. HR 66.60 4.00 9.0000 9.0000 0.0000 599.40 599.40 0.00 <br /> 0017 Hand operated mech anical compaction HR 58.00 4.00 11.0000 11.0000 0.0000 638.00 638.00 0.00 <br /> 0018 CRUSHED SURFACING BASE COARSE TN 22.95 170.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 <br /> 0019 CRUSHED SURFACING TOP COARSE TN 20.50 545.00 927.6600 927.6600 0.0000 19,017.03 19,017.03 0.00 <br /> 0020 PAVMENT PATCH,ASPHALT CONC.,CL B TN 130.00 160.00 221.0800 221.0800 0.0000 28,740,40 28,740.40 0.00 <br /> 0021 Pavmt.patch,cement conc.,CI.4000HES CY 203.16 170,00 17.5000 17.5000 0.0000 3,555.30 3,555.30 0,00 <br /> 0022 PAVEMENT PATCH TEMPORARY,MC250 TN 108.00 20.00 19.9100 19,9100 0.0000 2,150.28 2,150.28 0.00 Ch1 <br /> 0023 INCIDENTAL ASPHALT CONCRETE,CLASS TN 162.00 7.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 <br /> 0024 Solid wall PVC storm drain pipe,8"diam. LF 24.00 310.00 393.0000 393.0000 0.0000 9,432.00 9,432.00 0.00 <br /> 0025 Ductile iron storm drain pipe,8"diam. LF 60.75 16.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 <br /> 0026 Ductile iron storm drain pipe,6"diam. LF 45.25 37.00 31.5000 31.5000 0.0000 1,425.38 1,425.38 0.00 <br />