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<br /> bate: 0114120f.6 • , •
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<br /> City OrEika.re.tti.,-,PLityllc..Worta.1;lepartniorif. . . • . .• %Cutbfelpatet' 8/26f2,016
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<br /> rime: 1.6:57.AM ' •
<br /> . , • " • Contrapt Esginate.Yto tick er" . • .
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<br /> • 'Frk. .#347,013 •
<br /> PrOject 324 • o(WoOrderContractor:,1NTERWESTCONSTROCT4311 . ..
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<br /> Eglmate#1•9 '
<br /> . . •SENNER1/1"REPL6CEMENTZ: • 609 NaliT,H,11111•13CULEVAI3b... • . •
<br /> • CAPACITY IMPROVEMENTS . . .
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<br /> WO.647,013'.B .ID:40,057,596.00 :BURLINGTON.,WA 98233'
<br /> TOTAL BID:610,976,189.613% • • •
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<br /> , • 'On ft .Plan Total' Pr.evigos: .presont Total PreitiOu,s .Prospilf
<br /> i# •Description• iUnits .• • Price :Quantity Quantity Quantity gOarltifY 4mount Amount Amount
<br /> , Storm Drain pe,'1:2 Inch Dia. - • LF • 89.00 0.,.1.3000. 8,257;0000 :6,267..41P.QA -0:00 3221623.90. 322,023.„00- 0.00
<br /> 3 Storm Drain Pipe,15 inch'Dia: • LF 49.50. 818;00, • 51:8.0000 •5113,00.0.p . .o:iopoo • 26,641;00 26,04140- 0.00
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<br /> Storm Drain Pipe:18.,19911.:014. • LF 51.00. 1.,055',00. 1,010:0000. t619i000 .0:9000 82,569:09 82,569c00. (7.00
<br />) Storm•Ditain Pipe,21 Inch Pia. • •I_,F 122,00. 2400 24.0600 24.0000 ,0.0000 2,92800' 2,920.00. 0,00
<br /> 1 Storm Drain Pipe,241InCh0.ia. LF ' .63:00• 2,814:00: 2,808.0000 •2308.0000 • • 11.0000 17690490 176,904.00 0.00
<br /> 2, Storm Drain Pipe,30•Irich•Dia, LF . ' 79.00 ' . 1,686.00 • 1,688.0000 1.,088.9000 . moo() 13352.00 133,652;00 0Q0
<br /> 3 Storm Drain Pipe,35•Inch Dia, LF 94.00 1.;069i00" • 1,066.0000 1,063.0000 0.0000 99;922.00 99,92200 0.00
<br /> 4 In10 ' • EA 1.,4-1.541 111..00, 120.00.00 1,20000 .0.0000 160'1800.00 169,800‘00. 0.00
<br /> Catch Basin,Type.A EA 1,600.00' 12.00 14.0000 14.0000 0•;0000 22,400.00 22,400109. 0.00
<br /> 3 Catch Basin,Type B. EA. 1,700.00 5:00 9.0000 9.0000 00000 15,300,00 1 ,300..00 0.00: •
<br /> 7 Catqh Basin,Type 2,48 Inch Dia. .EA ' -4,250:00 4500 49.0000 49.0000 0.0000' 208;250.00 208,250.00 .Q.00
<br /> 8 Catch Basin,Type 2,54•Inch Dia. EA 4,800.00 6.00 5.0000 8.0000 0.0800 38.,400:00 36,40000 0.00
<br /> 9 Catch Basin,Type 2,po Inch Dle. EA. '7;880,00 • 19:00 ' .18.0000 18.0000 0:0000. 141840.00 1.41,840,00 o.ob.
<br /> 0 , Catch Basin,.Type 2,72 Inch Dia. EA 10,800.00 1:00 1.0000 1,P000 0.0000 10.800:00 i0800.00 am
<br /> 1 Catch Basin,Type2,Addtnl Height,48"Dia. LF .300.00 40.00 40.0000 40.0000 0.0000 12,000.00 12,000.00 • 0.00
<br /> 2 Catch Basin,•Type 2,Addta Height,54"Dia. LE. 50000 4.60 4.0000 4.000.0 0.0000 2,000.00 2,000.60 0,00
<br /> 3 Catch Basin,Type 2,Addtnl Heighr.60"'Dla, LF .520.00 •'26.00 26.0000 26.0000 0,0000 13,520.00 13520.00 0.00
<br /> 4 Catch Basin,.Type•2,Addthl.Height;72"Dia.. 'LF 650.90 2.00 2.0000. 2.0000 0.0000 1,300.00 1,300.00 0.00
<br />.5 Storm Draln.Contrp.I'Structure LS 72,000.00 1.00 1.0000. 1%0000 0.0000 72,000.00 72;000.00 0.00'
<br />.6 Manhole,Type 1,48 Inch Dla. 'EA .5,500.00 1.00 1.0000 1.0000 0.0000 5500.00 6,500.00 0.00 •
<br />.7 Manhole,Type 1,54 Inch Did, EA '8,000.00 1.00 0.0000 0.0000. p.0000 0.00 0.00 0.00
<br />.8 Manhole,Type 1,60 Inch Dia. EA 9,800.00 5;00 6.0000 6.0000 0.0000. 58;600.00 58.,B00.00 0.00
<br /> 9 Manhole,Type2,72 Inch Dia. EA. 12,100.00 1..00 1:0000 1.0000 0.0000 12100.00 12100.00 0:00
<br /> 50 Manhole,Type 2,Addtnl Height,72 Inch Dia. 'LF 450.00 12.00 12.0000 12.000.0. 00000 :5,400.00 5,400.00 .0.00 i
<br /> 51 Gate.Valve Flap,21 Inch Dia. 'EA 6,600,00 1.00 1.0000 1.0000' 0:0000 . . 6,600.00 .6,600.00 0:00
<br /> i2 Asphalt Extruded Curb LF 10.00 1,140.00 1,000:0000 1,000.0000 0.0000. 10,000.00 10,000.00 0.00
<br /> 53 Asphalt Wedge Curb LF 15.00 20.00 0.0000 o.b000. 0.0000. 0,00 0.00 0.00 •
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