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<br />'I:Date; 014i2.0.t! • ' ! .' •
<br /> • C.itjt of Everett-.Public Works Dopartritepl. .. , Cutoff•Date 8/26)2016
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<br /> Time: %PAM ' . . . i . . .. . .Contra.ct Estimate'Voucher.. ..
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<br /> Project324 or Work Order#3470B. . :
<br /> Contractor; INTERWST:CONS4ROCTION-
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<br /> SEWERi:'"M"RERLACEMENTA . ' Estimate#19. '. 609•NOAT.H HILL SOULEVARD •
<br /> CAPACITY IM1?ROVEMENTS ,. ' . • •
<br /> • WO 34705 BID:"$0057,59600` •
<br /> %RV RUM11M,WA 98233.
<br /> TOTAL S15:410;975,169.53.
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<br /> • Unit . 14.1.131i: rota • Pie.v.i.0:14 :lif t wit;t . • Total •Pr.ekio us ' Pre.s.ant
<br /> un4 , Description Units Price'. . •4?tratititY• TP4antitY PPailtOY qijnqY Ampqnt 4mount.• Arno:unt,
<br /> 01 Surveying LS:• 32,700.00 . '1',..09 1.0000 10000. 0.000 A2,100;00 • -02,V09.00 • 9:93 . . .
<br /> 02 coiltrgetoPeLialson' : bp 66,675.00 1.00 1:0000 ' 190.00, %Dodo . 66,675,00 66,675:00 0.00
<br /> 03 Mobilization : . • LS 371,0.0000. 100 10000 1:0000 0.0000' 271,00000, 271,000,00 000.
<br /> 04 Traffic 0.ontrollabor. ' .HR 55,00 2;496.00 ..51451.7000 6,4513500. 0,0000' 299,84625 299,84626 . 0.00
<br /> 05 MaihtainA,Proteal-raffic Coritra LS" 93,300.00. • 1,OQ '1:0000 1:0000 0:0000. 93;300..00 93,200.00. 0.00
<br /> 08 TempSeditentation.&EroSton Control L . 86,100,00 1.00 1.:o000 . 1:0000' 0:000.0, 26,150,00. 36,10000 0,00
<br /> 07 Street:Cleaning&Sweeping HR 160.00 328.00, 210.7500 210:7600 0:0000. 53,72000 33,720.00 0.00
<br /> s'awout Pavement:Final gut.JOintto,6 inch. LF 2.00' 15,300.00 15,308.0000 ta,pos,0000 0.0000' '36,616:00 361.615.00 0.00
<br /> Thick.
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<br /> 09 5awoutPavethent,Final Cut Additional 4" .LF 2.00 21,120.00: • .52,1337.00.00 52;1337.0000 .0.0000 105,274.00 105,27400 0.00
<br /> Thick'
<br /> 10 Grinding/Planing Bituminous SY 3.60. 14,430,00. 23,984.2000 25,9842000 0.0000. 83,944.7.0 83,944.70 0.00
<br /> 11 Trench Excavation Safety Systems • LS 31,800.00. 1,00 1.0000 1.0000 0.0000 31,800,00 31,80000 0.00
<br /> 12 Roadway Excavation Including Hall CY 44.50 4,1:90.00 4,423,5900 4,423:5900 00000 196,849.76. 196,849,76 0:00
<br /> 13 Construction GeOtextile . SY' 2.50 660.00 0.0000 0.0000 . 0:0000 0.00 0.00 0.00
<br /> 14 Foundation.Material TN 62,00 410:00' 17.3090 , 17,3800 0:0000 1,077,56 1,077.56 0:00
<br /> 15 Roadway Treated Asphalt:Base T.N 77..00. 1,820:00 1,671.5400 1,071,5400 0.0000 121,008.58 121,008.58 0:30
<br /> 116 Crushed Surfacing Top Course. TN .41;00' 600.00 561.4800 551.4800 0.0000 22;01.0:68 • 22,610:68 0.00,
<br /> 117 Crushed Surfacing Base.Course. TN' 23:00' 11,368:00 12,348:4500 12,348.4500 0.0000 284,014.35 284,014.36 0.00
<br /> 118 Gravel Borrow,Including.Hail TN 21.00 16,634.00 14,151.2700 14,161.2700 0.0000 297,386;67 297,386.67 0.00
<br /> 110 Controlled'Density Fill(CDF) CY 130.00 75:00 27,0000 27.0000 0.0000 3,01000 3,510.00 0.00.
<br /> 20 Cement Conerete•Pavement,Road Ranels CY 212.00 1,648.00 127.0000: 127.0000 0.0000 26;924.00 26,924.00 0.00'
<br /> 121 Temporary Pavement Patch TN 175:00 1,495.00 332.0400 332.0400 0.0000 55,10700 68,107.00. 0.00
<br /> 22 Asphalt•Class B/HMA 112"PG64-22 TN 81.0.0 4,610.00 6,060.0700 6;060.0700 0.00Q0 490,865.67 490865.67 0:00
<br /> 23 Concrete Pavement .CY 534.00 43.00 1,025.5.000 1,025.5000 0.0000 5'47;617.00 547,617.00 0.00
<br /> 24 Nettleton Storm Drain.Ripe;8 Inch Dia: LF 59.00 46.00 75.0000 750000 0.0000 4,420.00 4,425.00. 000.
<br /> 125 Ductile.Iron'Storm Drain Pipe,.12 Inch Dia. LF 101.00 461.00 439.0000 439.0000 6.0000 44,339,00 44,339.00 0.00.
<br /> 26 Storm Drain Pipe1•8 Inch Dia. LF 55:00 12800 285.0000 286.0.000 0.0000 ' 15,730.00 15,730.00 .0,00,
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