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M,S,A, STREET PROJECT 1985
<br />CITY OF MOUNDS VIEW, MINNESOTA
<br />CITY PROJECT 65.1
<br />APRIL 15, 1985
<br />ABSTRACT FOR THREE LOW BIDDERS
<br />UNIT
<br />UNIT
<br />UNIT
<br />ITEM
<br />ITE
<br />UNIT
<br />QUANTITY
<br />PRICE
<br />TOTAL
<br />_ PRICE __
<br />TOTAL
<br />PRICE _
<br />TOTAL
<br />_
<br />DESCRIPTION
<br />_
<br />LUMP
<br />SUM 1
<br />10,000.00
<br />10,000.00
<br />21,755.00
<br />21,735.00
<br />8,500.00
<br />8,500.
<br />I.
<br />2021.501
<br />MOBILIZATION
<br />2,
<br />2104.501
<br />REMOVE EXISTING
<br />151, RCP STORM
<br />570
<br />7.50
<br />4,275.00
<br />7.00
<br />3,990.00
<br />7.39
<br />4,212.
<br />SEWER
<br />L.F.
<br />5.
<br />2104.501
<br />REMOVE EXISTING
<br />181, RCP STORM
<br />L.F.
<br />50
<br />7.50
<br />375.00
<br />7.00
<br />350.00
<br />7.39
<br />369.
<br />SEWER
<br />4.
<br />2104.501
<br />REMOVE EXISTING
<br />2411 RCP STORM
<br />L.F.
<br />100
<br />8, 00
<br />800.00
<br />7.50
<br />750.00
<br />7.90
<br />790.
<br />SEWER
<br />5.
<br />2104.509
<br />REMOVE EXISTING
<br />1
<br />100.00
<br />IOD.00
<br />50.00
<br />50.00
<br />52.75
<br />52.
<br />4211 APRON
<br />EACH
<br />6,
<br />2105.501
<br />COMMON EXCAVATION
<br />C.Y.
<br />5,500
<br />1.90
<br />10,450.00
<br />3.45
<br />18,975.00
<br />3.64
<br />20,020.
<br />7.
<br />2105.535
<br />SALVAGED TOP SOIL
<br />4,50
<br />1,125,00
<br />2.00
<br />500.00
<br />2.00
<br />500.
<br />FROM STOCKPILE
<br />C,Y.
<br />250
<br />8,
<br />2111,501
<br />TEST ROLLING
<br />R.S.
<br />26.5
<br />10.00
<br />265.00
<br />15.00
<br />397.50
<br />20.00
<br />530.
<br />9.
<br />2112.501
<br />SUBCRADE
<br />R.S.
<br />26.5
<br />80.00
<br />2,120.00
<br />80.00
<br />2,120.00
<br />75.00
<br />1,987.
<br />PREPARATION
<br />10.
<br />2211.501
<br />AGGREGATE BASE
<br />700
<br />5.50
<br />3,850.00
<br />5.95
<br />4,1.7,Gu
<br />8.45
<br />5,915.
<br />CLASS 5
<br />TON
<br />11.
<br />2331,504
<br />BITUIINOUS MATERIAL
<br />175
<br />205.00
<br />35,875.00
<br />200.00
<br />A D00.00
<br />205.00
<br />35,875.
<br />FOR 141XTURE
<br />TON
<br />12.
<br />2331.514
<br />BASE COURSE MIX,
<br />TON
<br />3,850
<br />10.35
<br />39,847.50
<br />10.52
<br />40,502.00
<br />10.90
<br />41,965.
<br />13.
<br />2341.504
<br />BITUMINOUS MATERIAL
<br />205.00
<br />32,390.00
<br />200.00
<br />31,600.00
<br />205.00
<br />32,390
<br />FOR MIXTURE
<br />TON
<br />158
<br />2341,508
<br />WEARING COURSE MIX, TON
<br />2,600
<br />11,75
<br />50,550.00
<br />12.10
<br />53,020,00
<br />12.90
<br />33,540
<br />14.
<br />15.
<br />2357.502
<br />B!TUIINOUS MATERIAL
<br />I.10
<br />2,321,OOI
<br />1.05
<br />2,215,50
<br />.95
<br />2,004
<br />FOR TACK 004T
<br />GAL,
<br />2,110
<br />174,343.50 195,370.00 _ _- 188,651�
<br />PAGE SUBTOTAL
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