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<br /> Run Date: 11/9120.46 City•of,Ev<erett-Public.Works Deparirnei t Cutoff Date: 40/21'120116 •
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<br /> Time: 110:33 AMCon,tract.Estimate-Voucher-
<br /> Project:',32Q
<br /> For Work-Order Nein A Contractor; ICLB CONS'TRU.CTIO.N
<br /> EAST GRAND'SEWER PREPLACEMENT Estimate,#18 •PO•BOX 1.58
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<br /> &STORM.SE•PARATION•,'WO:UP 3398,
<br /> PHASE,8--1• •
<br /> ' WO Sch.A•B.ID:$2,173,,.605:35 ,MUKILTEO, WA.98275
<br /> TOTALED:$6,,1'5.1.,331.16. '
<br /> • ' Unit Plan Total. Previous' Present Total • Previous Present
<br /> lteiv•# Descrip:ti.on 1 Units Price Quantity Quantity Quantity.' Quantity• Amount Amount Amount
<br /> 0004 Forge!Abcount. FA 1'.00. 40,000.0.0 110,734.8200 111.,288.3900 7,468,4300 1118,7302 111,266.39' 7,468.43'
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<br /> •0002 Surveying• 'LS 1'3,500:00' 1,:00 1.0000 1.0000 0.0000 1.3,600.00 13,500.00 0100
<br /> 0003 SPC.C'Plan 'LS o '750.00 1,00 1.:0000. •1,,0000 •0;0000. 750;.00 750.00 0.,00
<br /> 0004 Mobilization L$. 90,000:00. 1.00 1..0000 1.0906 0,0000 90.;000:00 90;000.00• 0.00
<br /> 0005 Traffic Contrel•.L•abor HR 0.01 2,000.00 0.0000 0.00.00. 0,0000 0:00 0,00 0,00
<br /> 0006 Maintain&'Protect Traffic Control LS. 75;000,00 1.00 1.0000• 1.0000 0.0000 75',000.00 76,000.00 0,00
<br /> 0007 Sawout Pavement,8-Inch Thick Final Joint Cut LF 2.40 540.00 487.0000 487.0000 0,0000 1;168.80 1,158.80 0.00
<br /> 0008 Sawcut Pavement,1-Inch Thick Final Joint Cut LF 3.10 140.00 270,0000 279.0000 0.0000 864.00 864,9.0 0.00
<br /> 0T.a Roadway Excavation Includlng.Haul SY 6.05 • 9,940:00 9,664.0000 9,664.0000 0.0000 68,467,20 58,407.20 ` 0:00
<br /> 0010 Gravel Borrow Including Haul TN 11.60 12,500.00 6,836.7600 •6,836,7600 0.0000 79,306,42 79,306.42 0:00
<br /> 4011 Foundation Material TN 22.00 420.00 63:640Q 63.6400 0.0000 1,400.08 1,400.08 0.00'
<br /> 0012 Street C(edning•and•Sweeping HR 92.00 200.00 149.0000 149.0000• 0.0000 • 13,7.08.00 13,708,00 0.00
<br /> 0013 Trench Excavation Safety Systems LS 13,500,00 1.00 1,0000 1.0000 0.0000 13,600,00 13,500.00 0:00•
<br /> 0014 Control•Density Fill(COP) CY 110:00 120.00 0.0000 0,0000 0.0000 0.00 0.00 0.00
<br /> 0015 Crushed Surfacing Base Course TN 18.50 4,700,00 6;803.3100 6,80(131.00 0,0000 125,861,2.4 1.26,861.24 0.00
<br /> 0016 Crushed•Surfacing Top Course TN 26.00 290.00 220.1600 220.1600 0.0000 5,724.10 5,724.16 0.00
<br /> 00.17 HMA Class 112 PG64-22 TN 70.25 2,230.00 2,103,9400 2,103,9400 0.0000 147,801.79 147,801.79 0.00
<br /> 0018 Temp Pavement•Patch 2"(HMA) TN 95.00 200.00 96.3000 96,3000 0.0000 9,148.50 9,148.50 0.00
<br /> 0019 Abandon Existing Manhole or Catch•Basin EA 1,800.00 2.00 0.0000 0;0000 0.0000 0.00 0.00 0,00
<br /> 0020 ' Manhole 48-Inch Dia.,Type 1 EA 3,800,00 18.00 . 19.0000 19.0000 0,0000 72,200.00 72,200.00 0.00
<br /> 0021 Drop Manhole Connection EA 4,200,00 2.00 3.0000 3,0000 0,0000 12,600.00 12,600,00 0.00
<br /> 0022 Plug Existing Pipe EA 350,00 8.00 7.0000 7.0000 0.0000 2,450.00 2,450,00 0.00
<br /> 0023 Di Water Maln Pipe,6-Inch Dia. LF 75.40 42.00 220.0000 220.0000 0.0000 16,588.00 16,588.00 0.00
<br /> 0024 Di Water Main Pipe,8-Inch Dia. LF 79.60 216,00 211.0000 211.0000 0.0000 16,796,60 16,795,60 0.00
<br /> 0025 Connect to Existing Water Main EA 3,800.00' 6.00 8.0000 8.0000 0.0000 30,400.00' 30,400.00 0.00
<br /> 0026 Gate Valve,6-inch EA 1,090.00 3.00 5.0000 5.0000 0.0000 6,450.00 5,460,00 0.00
<br /> 0027 Gate Valve,8-Inch EA 1,446.00 2.00 2,0000 2.0000 0.0000 2,890.00 2,890.00 0,00
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