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<br /> nun Date: 41191201a 0147 erEverett-Public.Weilks.Depastinent Cutoff Date: 10121a016 1
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<br /> Time: 19:33;AM 'Cent/foot Estimate Vosetier
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<br /> 'Project: 320 • 'For Ma Orldier•IMdlil 13' 'ECorapa,ctor; KLB'CONSTRUCTION • •
<br /> imate*IS ' .•
<br /> ,5AST GRAND.SW,ER'REPLACEMENT - st •PO Box 158
<br /> &STORM SEPARATION,WO;.UP 3398, •
<br /> PH,ASEB-1 .. , . . .
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<br /> WO.Sch-13;BID.:$3'„977,606: . .801 ' . .MUKILTE0,. WA 98275'
<br /> TOTAL BID:.$6.116:103t:116. . .
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<br /> . • Unit plan Total . •PreVious Present Total Pravda us ' Present
<br /> Item O. Description • .finits Price „Quantity QuantitY :Quantity ' •Quantitv Amount Amount • Amount
<br /> 0001 F.orceAccount. ' .FA. 1-.00 60,000.00 245,766:4900.' 245,698;2900: 157.20.00 .245;735.49 245, 9829 l.620
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<br /> 0002 Sorvey4; LS '.31,500.00. 1.00 1.0,000 1.00.00, 0..0000 31,500.00 31,500.00 0.00
<br /> 00,03 .SPC&Flan LS 75000 • 1400 i0000. 1.0000 0.0000 . .75090' 760.00 0.00
<br /> 0004 Mtiblizailons LS 21000000• .1.09 1 ioboo 1.00.00pow 210.bb.0.90 240,00000 ' (lb()
<br /> 0005 TrafficiControl•Labor •HR 9.01 5750.00 0.00.00 0.0000. 040000 0.00 0,00 : 0.00',
<br /> 0006 MaIntoln."&Protoot'Trefflc Control LS 175,000,,00 1,.00 1.0000 1.0000 .0.0000 176,000,00' 176900.00 • 000
<br /> 0007 SawoUt Pavement,•6-lhoh Thick Final Joint Cut LF 2.40 1,000.00 5680000 568.0000 0.0000 1,363.20 1,36320 0.00
<br /> 0008 Sawout Pavement,1-inch Thick Final Joint Cut LF 3.50 250:00 2250000 225.0000 0.0009 787.50 787,50 • 0.00
<br /> lag ,Roadway Excavalfon Including Haul 'SY a.05 18,480.00 181470.1'600 19,248,0000 -777.8400. 111,744.47 116,450.40 -4,705.93
<br /> IMO Gravelaorpow In9ludIng Haul' TN 11.60 17,400.00 4,084.2900 4,064.2900 0.0000 47,377.76 47,377.7.6 0.00
<br /> 0011 Foundation Material TN 22.00 1,420.00 3,9.300 3.9800 0.0000 86.46 86.46 0.00
<br /> 0012 Street Cleaning and Sweeping HR 92,00 520.00 368..5000 368,5000 0.0000 33,902,00 33,902.00 0.00
<br /> 0013 Trench Excavation Safety Systems LS 31,500.00 1,00 1.0000 1.0000 0.0000 31,500.00 • 31,500,00 0.00
<br /> 0014 Control•DensIty Fill(CDF) 'CY 110.00 460,00 8,0000 8.0000 0.0000 880,00 880,00 0,00
<br /> 00.15 Crushed'Surfacing Base Course TN 13.50 12,700.00 13,230.6900 13230.5900 0.0000 244,765.92 244,766,92 0.00
<br /> 0016 Crushed.Surfacing Top Course TN 24.00 540.00 1,067,8100 1,067:8190 0.00,00 25,627,44 20,627.44 0.00
<br /> 0017 HMA Class 1/213.'664-22 TN 70.25 4,130.00 4,259.3900 4,259.3900 0.0000 299,222.1.5 299,222.15 0.00
<br /> 0018 Temp Pavement Patch,2-Inch(HMA) TN 95:00 7.00.00 . 142.9600 142,9600 0.0000 13,581.20 13,581.20 0.00
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<br /> 0019 Solid Wall Storm'Drain Pipe,4-Inch Dia. LF 32.00 407,00 323.0000 323.0000 0.0000 10,336.00 10,336.00 0.00
<br /> 0020 Solid Wall Storm Drain Pipe,12-Inch Dia. LF 62.90 2,493.00 2,408,0000 2,408.0000 0.0000 151,463,20 151,463,20 0.00
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<br /> 0021 Solid Wall Storm Drain Pipe,1.8-Inch Dia. LF 70.75 506.00 448.0000 448.0000 0.0000 31,696.00 31,696.00 0.00
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<br /> 0022 Solid Wall Storm Drain Pipe,24-Inch Dia. LF 103.75 2,372.00 2,263.0000. 2,263.0000 0.0000 234,786.26 234,786.25 0,00
<br /> 0023 Solid Wall Storm Drain Pipe,30-Inch Dia. LF 118,15 1,894.00 1,849.0000 1,849.0000 0.0000 218,469.36 218,459.35 0.00
<br /> 0024 Solid Wall Storm Drain Pipe,48-Inch Dia. LF 400.00 15.00 37,0000 37.0000 0.0000 14,800.00 14,800.00 0.00
<br /> 0025 Abandon ExIstingManhole or Catch Basin EA 700.00 2,00 1.0000 1.0000 0.0000 700,00 700.00 0.00
<br /> 0026 Catch Basin,Type A EA 1,150.00 37,00 38.0000 38.0000 0.0000 43,700.00 43,700.00 0.00
<br /> 0027 Catch.Basin,Type 2,48-Inch Dia. EA 2,850.00 38.00 23,0000 23.0000 0.0000 66,550.00 65,650,00 0.00
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