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Run Date: 6/3/2019 City of Everett-Public Works Department Cutoff Date: 5/24/2019
<br /> Time: 3:16 PM Contract Estimate Voucher
<br /> Project: 364 For Work Order#3588 Contractor: KLB CONSTRUCTION
<br /> West Marine View Drive Utilities Estimate#4 PO BOX 158
<br /> WO 3588 BID:$1,379,277.25 MUKILTEO, WA 98275
<br /> TOTAL BID:$1,379,227.25
<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 105,000,00 1.00 1.0000 1,0000 0.0000 105,000.00 105,000.00 0.00
<br /> 0002 UNEXPECTED SITE CHANGES FA 1.00 15,000.00 22,284.3800 20,396.3400 1,888.0400`i 22,284.38 20,396.34 1,888.04
<br /> 0003 CONTRACTOR SURVEYING LS 7,875.00 1.00 1.0000 0.6300 0.3700`' 7,875,00 4,961.25 2,913.75
<br /> 0004 RECORD DRAWINGS(MIN BID$6000) LS 5,000.00 1.00 1.0000 0.6300 0.3700/ 5,000.00 3,150.00 1,850.00
<br /> 0005 SPCC PLAN LS 1,500,00 1.00 1.0000 1.0000 0.0000 1,500.00 1,500.00 0.00
<br /> 0006 PROGRESS SCHEDULE TYPE B LS 3,500,00 1.00 1.0000 0,8000 0.2000/ 3,500.00 2,800.00 700.00
<br /> 0007 REMOVAL OF STRUCTURES AND FA 1.00 20,000,00 2,951.2200 2,951.2200 0.0000 2,951.22 2,951.22 0,00
<br /> OBSTRUCTIONS
<br /> 0008 SAWING PAVEMENT LF 4,10 2,360.00 2,470.0000 2,073.0000 397.0000✓ 10,127.00 8,499.30 1,627,70
<br /> 0009 REMOVE CEMENT CONCRETE SIDEWALK SY 50.00 15.00 17,0000 17.0000 0.0000 850.00 850.00 0,00
<br /> 0010 REMOVE EXISTING CONCRETE CURB AND LF 35.00 30.00 151,0000 30.0000 121.0000 5,285.00 1,050.00 4,235.00
<br /> GUTTER
<br /> 0011 STREET CLEANING HR 135.00 72.00 6.5000 6.5000 0.0000 877.50 877.50 0.00
<br /> 0012 PLANING BITUMINOUS PAVEMENT(0- SY 13.05 315.00 0.0000 0.0000 0.0000 0.00 0.00 0.00
<br /> 6"DEEP)
<br /> 0013 REMOVE EXISTING ASPHALT CONCRETE SY 5.80 2,110.00 2,365.1500 1,429.5500 935.6000" 13,717.87 8,291.39 5,426.48
<br /> PAVEMENT
<br /> 0014 STRUCTURE EXCAVATION CLASS B INCL. CY 20.45 3,800.00 4,191.7800 4,150.3000 41.4800/ 85,721.90 84,873.64 848.27
<br /> HAUL
<br /> 0015 UNSUITABLE EXCAVATION FA 1.00 10,000.00 0,0000 0.0000 0,0000 0.00 0.00 0,00
<br /> 0016 NATURAL SAND TN 12.35 1,650.00 1,620.0000 1,620.0000 0,0000 20,007.00 20,007.00 0.00
<br /> 0017 CRUSHED SURFACING BASE COURSE TN 17,25 4,260.00 4,993.7900 4,778.7900 215.0000j 86,142.88 82,434.13 3,708.75
<br /> 0018 CONTROLLED DENSITY FILL CY 115.00 125.00 31.0000 31.0000 0.0000 , 3,565.00 3,565.00 0.00
<br /> 0019 TRIAXIALGEOGRID SY 6.35 1,000.00 1,116.4300 1,100.8800 15.5500 7,089.33 6,990.59 98.74
<br /> 0020 CONSTRUCTION GEOTEXTILE FOR SY 2.25 2,000.00 2,230.8600 2,199,7600 31.1000/ 5,019.44 4,949.46 69.98
<br /> SEPARATION
<br /> 0021 C-905 STORM SEWER PIPE,36"DIAM LF 292.40 225.00 233.0000 233,0000 0.0000 68,129.20 68,129.20 0.00
<br /> 0022 C-905 STORM SEWER PIPE,20"DIAM LF 416.10 30.00 10.0000 10.0000 0.0000 4,161,00 4,161.00 0.00
<br /> 0023 PRESSURE MANHOLE EA 17,350.00 1.00 1.0000 1.0000 0.0000 17,350.00 17,350.00 0.00
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