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<br /> Run Date: 10/11/2019 City of Everett-Public Works Department Cutoff Date: 10/11/2019
<br /> Time: 1:46 PM Contract Estimate Voucher
<br /> Project: 361 For Work Order#3644
<br /> Estimate it11 Contractor': MCCANN CONSTRUCTION
<br /> NORTH BROADWAY TRANSIT P.O.BOX 3211
<br /> IMPROVEMENT PROJECT
<br /> WO 3644 BID:$2,258,434.17 RENTON,WA 98056
<br /> TOTAL BID:$2,258,434.17
<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 208,000.00 1.00 1.0000 1.0000 0.0000 208,000.00 208,000.00 0.00
<br /> 0002 REMOVAL OF STRUCTURE& LS 100,000.00 1.00 1.0000 1.0000 0.0000 100,000.00 100,000.00 0.00
<br /> OBSTRUCTION
<br /> 0003 SAWCUT LF 9.00 5,160.00 4,608.0000 4,608.0000 0.0000 41,472.00 41,472.00 0.00
<br /> 0004 ROADWAY EXCAVATION INCL.HAUL CY 70.00 1,530.00 1,160.5500 1,160.5500 0.0000 81,238.50 81,238.50 0.00
<br /> 0005 EROSION/WATER POLLUTION CONTROL FA 1.00 5,000.00 9,197.5000 9,197.5000 0.0000 9,1.97.50 9,197.50 0.00
<br /> 0006 ADA FEATURES SURVEYING LS 10,000:00 1.00 1.0000 1.0000 0.0000 10,000.00 10,000.00 0.00
<br /> 0007 ROADWAY SURVEYING LS 26,000.00 1.00 1.0000 1.0000 0.0000 26,000;00 26,000.00 0.00
<br /> 4008 SPCC PLAN LS 2,000.00 1.00 1.0000 1.0000 0.0000 2,000.00. 2,000.00 0.00
<br /> 0009 STREET CLEANING HR 165.00 150.00 91.7500 91.7600 0.0000 15,138.75 15,138.75 0.00
<br /> 0010 INLET PROTECTION EA 82.00 45.00 42.0000 42.0000 0.0000 3,444.00 3,444.00 0.00
<br /> 0011 SOLID WALL PVC STORM SEWER PIPE 8" LF 71.00 1,900.00 1,753.5000 1,753.5000 0.0000 124,498.50 124,498.50 0.00
<br /> DIAM
<br /> 0012 CATCH BASIN TYPE 1 EA 1,275.00 51.00 46.0000 46.0000 0.0000 58,650.00 58,650.00 0.00
<br /> 0013' SOLID LID FOR CATCH BASIN OR INLET EA 1,900.00 1.00 1.0000 1.0000 0.0000 1,900.00 1,900.00 0.00
<br /> 0014 CATCH BASIN TYPE 2-48"DIAM EA 18,000.00 3.00 3.0000 3.0000 0.0000 54,000.00 54,000.00 0.00
<br /> 0015 CEMENT CONCRETE CURB TYPE E2 LF 35.00 3,260.00 2,411.0000 2,411.0000 0.0000 84,385.00 84,385.00 '0.00
<br /> 0016 CEMENT CONCRETE SIDEWALK SY 65.00 4,210.00 2,761.6800 2,761.6800 0.0000 179,509.20 179,509.20 0.00
<br /> 0017 HMA CL 1/2"PG 64-22 PAVEMENT PATCH TN 255.00 230.00 224.0100 224.0100 0.0000 57,122.55 57,122.55 0,00
<br /> 0018 CRUSHED SURFACING,TOP COURSE TN 8.50 4,250.00 857.2100 857.2100 0.0000 7,286.29 7,286.29 0.00
<br /> 0019 BARI<OR.WOOD CHIP MULCH CY 76.00 •36.00 6.0000 6.0000 0.0000 456.00 456.00 0.00
<br /> 0020 TOPSOIL TYPE C CY 66.00 54.00 24.0000 24.0000 0.0000 1,584.00 1,584.00 0.00
<br /> 0021 SOD INSTALLATION SY 20.00 38.00 0.0000 0.0000 0.0000 0.00 0.00 0.00
<br /> 0022 CEMENT CONCRETE DRIVEWAY RAMP SY 116.00 54.00 66.6000 65.5000 0.0000 6,438.00 6,438.00 0.00
<br /> TYPE 1
<br /> 0023 TYPE PERPENDICULAR A CURB RAMP EA 2,675.00 11.00 12.0000 12.0000 0.0000 30,900.00 30,900.00 0.00
<br /> 0024 TYPE PARALLEL A CURB RAMP EA 2,675.00 6.00 4.0000 4.0000 0.0000 10,700.00 10,700.00 0.00
<br /> 0025 CONNECTION TO DRAINAGE STRUCTURE EA 1,200.00 22.00 23.0000 23.0000 0.0000 27,600.00 27,600.00 0.00
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