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(IV(.wffIP13
<br />COST ESTIMATE
<br />M.S.A. STRFET PROJECT 19K,
<br />r,,I;T OF MOUNDS VIEW. MINNESOTA
<br />CITY PROTECT 56-2
<br />APRIL 14, 1986
<br />_ SAP I46-231-02
<br />NON-'ARTICIPATING I TOTAL
<br />ITEM UNIT
<br />NO. DESCRIPTION UNIT PRIf,E CTANTI'rI TOTAL
<br />QUAMTIT7 TOTAL WANTITr TOTAL
<br />I. 2021.501 MOBILIZATION IIM SW 10,UC0.00 0.6 y .00
<br />0.41 4,000.00 1 s 10.000.DO
<br />2.
<br />2104.501 RFMOVE EXISTING
<br />IS- CM STORM
<br />SEWER
<br />L.F.
<br />3,
<br />2105.501 COW" EXCAVATION
<br />C.Y.
<br />1,
<br />2103.555 SALVAGFD T(T SOIL
<br />FROM STILE
<br />C.Y.
<br />5.
<br />2111.501 TEST ROLIING
<br />R,<,
<br />6.
<br />7112.501 SUF7O7AOE
<br />PREPARATION
<br />R.S.
<br />2211.501 AGGREGATE BASE
<br />CLASS 5
<br />TOM
<br />S,
<br />2331.504 BITIIMIN(A3S MATERIAL
<br />FOR MIXTURE
<br />TON
<br />9.
<br />2331.514 BASE COURSE MIX,
<br />TON
<br />10.
<br />2311,50A BITWINOUS MATERIAL
<br />FOR MIX .URf
<br />TON
<br />11.
<br />2341.508 WEARING COURSE MIX,
<br />TON
<br />12.
<br />2357.502 BITUMINOUS MATERIAL
<br />FOR TACT( COAT
<br />GAL.
<br />13.
<br />2501.515 INSTALL IB" RC AT"
<br />WITH TRASH GUAPD
<br />EACH
<br />14.
<br />2503.541 IS" RC PIPE SEWER
<br />CLASS V
<br />L.F.
<br />15.
<br />2503.541 13-1/2" M 22' P,
<br />ARCH PIPE SEWER
<br />CLASS V
<br />L.F.
<br />S 1.50
<br />3,5
<br />s, 4,012.50
<br />0
<br />s 0.00
<br />535
<br />1
<br />4,012.50
<br />s 1.90
<br />615W
<br />S 11,970.00
<br />3,400
<br />S6,460.00
<br />9,700
<br />S
<br />18,430.00
<br />3 A,sn
<br />MO
<br />s 900_00
<br />0
<br />f 0.00
<br />200
<br />S
<br />900.00
<br />f 10.09
<br />20.3E
<br />203.00
<br />:1.51
<br />115.00
<br />32
<br />f
<br />120.00
<br />s 50.00
<br />20.5$
<br />1,610.GC
<br />11.31
<br />920.00
<br />32
<br />S
<br />2,560.00
<br />s 5.50
<br />SOO
<br />s 1 Uy50.00
<br />0
<br />3 0_00
<br />300
<br />E
<br />1,650.00
<br />S 105.00
<br />153
<br />s 3y5.OG
<br />35
<br />s 7,175.30
<br />190
<br />S SBA950.M
<br />5 10.35
<br />3 37C
<br />s 34 .679_SO
<br />20
<br />S 7,452.00
<br />4,090
<br />E 42.31.50
<br />S 205.00
<br />53
<br />$ 11,275.00
<br />25
<br />s 51125.00
<br />SO
<br />s
<br />16,400
<br />S 11.75
<br />920
<br />s 10,810.00
<br />450
<br />S 5,052.50
<br />1,350
<br />f
<br />IS.SA i.30
<br />s 1.10 1,100 S 1,216.00 250 S 275.00 1,350 S I.485.DC
<br />1 72.00 7 $ 11_00 0 s 0_00 2 S 11,00
<br />I 25.DO ISO s 4,500.00 0 s 0_00 ISO S 1,500,DO
<br />1 30.00 39G 1 11,100.00
<br />0 s 0.00 390 S 11 70700,00
<br />PAGE SUBTOTAL S 51511,00 Sk,571,50 $169,145.50
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