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<br /> In Pate; 9/14/2016 . . .
<br /> City of Everett-Public Works Department • - • .. • ' : • . • Cutoff Date 8/26/2016
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<br /> Time; 1055 AM . , . . .• Contract Estimate' Voucher
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<br /> Project324 For Work Order#3470A • ' • • . ' •
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<br /> • Contractor INTERWEST- 6ONSTRUCTION. . . .
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<br /> • SEWETZ"M" Esfimate#1.9 REPLACEMENT& . . 609:N.ORTH HILL BOOLVARD•
<br /> CAPACITY IfV.IPROVEMENTS, • - . • .
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<br /> WO 347,0A BID:$4,917,593:68. • • gORLINGT.01\1;WA,98233.
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<br /> TOT,M.BID:$10,975,189,68 •
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<br /> • . Unit Plan Total Previous. Present. ' •. Total ,Pre.vious • .Present
<br /> ant# Description ! . • Units , Price Quantity Quantity Quantity -Quantity . Amount • Amount Amount
<br />)27 Manhole,Additional'Helgi:it,48"Dia;Type 1 LF 300.00 22.90 22.0000 .220000. 0.0000 p,ego.bo. 00000 000
<br />)28 Manhole Additional Height,60"Dia,Type 1 LF '400:00 4(100 31:0000. . 81.0.000. 00000- 12;400.00 12400.00 0.00 .
<br />)29 ' Drop Manhole Connection • EA . 3,700,00 2.00 2.0000 2.0000• 10000 7,400.00 7,400.00. 0:00 •
<br />)30 Combined.Sewer Pipe,Onch Dia. LF 49.00 3,867:00 3,86610000 3;866.0000 110000: •189,434.00 189,434.00 0.00
<br />)31 Combined SewerPipe,10 Inch.Dia. • LF . 55.00 1,403.00 924.0000 :924:0.000 . ,0.0900 50,820-.00 50,820.00 000
<br />)32 Combined Sewer Pipe 12 Inch Dia. L.F. 59.00 1,479;00 1,958.0009 1,858.8090. .0.0000 11Z,822100 115,522.00 • 0.00
<br />)33 Combined Sewer Pipe 1.8 Inch Dia. LF 105.,00. 482.0.0. 482:0000 • 482.0000 0.0000 50,010:00 5010.ci0 .0.00
<br /> 334 Combined Sewer Pipe 21 Inch Dia. LF '127:00. '99500 1,004.0900 1,004.0.000' 0.0000 127:508.00'. 1274508:00 .000
<br /> Combined Sewer Pipe 24.Inch bia. LE 116.00 895:00 1,164.0000. 1,164.0000 0.0000. 1.35,024,00 105,024.00 0.00
<br /> 336 Combined Sewer Pipe 39 Inph Dia.. LF 206.00 587.00. 585:5000 .588,5,000 '00000 120,842:50 120;842.80. 0.00
<br /> 337 Side Sewer,Connection EA 870,00 '266.00 • 257.0000 257.0000 0.0000 . 223,59040 220,590.00 ' .0.00
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<br /> 338 Gate Valve,.8"Dia. : EA 2,700.00 1.00 2.0000 2.0000 0.0000 5,400:00 5,400,00 ' 0:00
<br />)39 Gate Valve,12"Dia. EA 2,700.00. 2:00 ' 1.0000 1.0000 ' ' 0.0000 2,700.00 • 2,700.00 0.00
<br />)40 Gate Valve Flap,18"Dia: EA 5,800.00 . 1.00 1.0000 1.0000 0.0000 5,800.00 5•,.800.00 0.00
<br />)41 CSO Weir Structure : US 73,000.00 1.00 1.0000 ' 1.0000 0.0000 701000.00' 73,000.00 .000
<br />)42• Restrained JoInt,DIP,for12"Saaitary.Sewer LF 135.00 188.00 264.0000 264.0000 0.0000 35,904.00 35,904.09. 0.00'
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<br />)43 Connect to Existing Water Main EA. 2,000.00 .8.09 6.0000 6:0000 0.0000 1.2,000.00 12000.00 0.00
<br />)44 Replace Existing Water Service EA 1,700.00 3.00 ' 7.0000 • 7.0000 0.0000 . 11,900.00 • 11,900.00 0.00
<br />)45 Restrained•Joint DIP,for.8"Water Main LF 115.00 280.00 280.0000 280.0000 0.0000 32,209:00 32;200.00 • 0.00
<br />)46 Restrained Joint DIP,for1 •2"Water Main 'LF • 650.00 2.00 0.0000 0.0000 0.0000 '0,00 0.00 0.00
<br />)47 Asphalt Curb,Extruded LF 10.50 570.00 304.0000 304.0000 0.0000 3,192.00 3,192.00 0.00
<br />)48 Asphalt Curb,Wedge ,' LF 8.00 '390,00 0.0000 0.0000 0.0000 0.00 0.00 0.00
<br />)49 Concrete Curb,Type E-1 , LF 22.00 1,500:00 1,805.0000 1,805.0900 0.0000 •39,710.00 39,710.00 0.00
<br />)50 ' Cement Concrete Driveway Entrance,Type 1 SY 60.00 , 11.00 0.0000 0.0000 . 0,0000 0.00 0.00 0,00
<br />)51 Cement Concrete DrIveW,ay Entrance,Type 3 SY 55.00 461.00 1,347.4000 1,347.4000 0.0000 . 74,107.00 74,107.00 0.00 !
<br />)52 Cement Concrete.Sidewalk,4"Thick SY 48.00 840.00 544.1000 544.1000 0.0.000 20,116.80 26116.80 0.00 . 1
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