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COST ESTIMATE FOR M.S.A. PROJECT 1986
<br />CITY PROJECT 66-2
<br />PAGE TWO OF THREE
<br />SAP I46-254 02 NON -PARTICIPATING TOTAL
<br />_�-
<br />ITEM I UNIT ANTI TY TOTAL
<br />NC.
<br />DESCRIPTION UNIT PRICE OUANTITT TOTAL WANTITr TOTAL W
<br />16. 2501.515 INSTALL 15-1/2" • 12"
<br />Rl, ARCH ArRGN WIT:,
<br />,
<br />f 55.00
<br />0
<br />S 0_00
<br />1
<br />S 55.00
<br />TRASH GUARD
<br />EACH
<br />S
<br />55_00
<br />17.
<br />2503.541 12- RC PIrE SEWER
<br />A
<br />S
<br />0
<br />S 0.00
<br />6
<br />II160,00
<br />CLASS V
<br />L.F,
<br />S
<br />20.00
<br />�60y00
<br />-
<br />16.
<br />25D6.509 CONSTPUCT CATCH
<br />A
<br />1 1,6AO,OG
<br />0
<br />f n_pp
<br />A
<br />S 2,640.00
<br />BASINS, DESIGN K
<br />EArH
<br />S
<br />666.00.
<br />19.
<br />/506.50; T C.•.T^'
<br />i
<br />f 750__00
<br />U
<br />1 0yw
<br />3 7af1, 60
<br />BASINS, DESIGN Y
<br />EACH
<br />1
<br />150.00
<br />f
<br />IBO.OJ
<br />5
<br />S 900.00
<br />O
<br />S 0.00
<br />5
<br />S 900.00
<br />20.
<br />7506.5I6 CASTING ASSEMBLIES
<br />EACH
<br />21
<br />,an6 a)7 AO.I+I$T FPAME AND
<br />n
<br />t 0_._DO
<br />7
<br />t 59f.00'
<br />• RING CASTING
<br />EACH
<br />S
<br />65.00
<br />r
<br />i ;i5.00
<br />22.
<br />O504.602 ADJUST WATER
<br />t 2A0.00
<br />0
<br />f Oy00
<br />A
<br />S 240.00
<br />VALVE BOX
<br />EACH
<br />S
<br />60.U0
<br />S
<br />1.25
<br />450
<br />1 50
<br />0
<br />$ 0_00
<br />450
<br />f 562.50
<br />23.
<br />7521.501 A" C)IaE,E WALK
<br />5.F.
<br />_)62-
<br />24,
<br />2531.501 CONCRETE CURB ANO
<br />A,SLNS
<br />1 19.350.00
<br />2,500
<br />S10,350.00
<br />6,600
<br />f 79,100.00
<br />GUTTER DESIGN (8616)
<br />L.F.
<br />f
<br />4.50
<br />'
<br />25.
<br />2531.501 CONCRETE CROSS CJIB
<br />A20
<br />f 3 276.00
<br />1B0
<br />f 1,A0A.;A
<br />600
<br />S A,600.00
<br />AND GUTTER
<br />L.F.
<br />1-
<br />7
<br />f__
<br />3_00
<br />100
<br />y 300,00
<br />0
<br />f OyDO
<br />100
<br />S MOD
<br />26.
<br />2555.501 BITUMINOUS CURB
<br />L.F.
<br />S
<br />1.10
<br />4,600
<br />S 5.060.00
<br />2.500
<br />S 2,750,00
<br />7,100
<br />S 7,010.DO
<br />27,
<br />1515.505 SW
<br />SO.+D•
<br />20.
<br />2105.525 BLACK DIRT FROM
<br />5B0
<br />S 7,280.00
<br />220
<br />S 1,320.00
<br />600
<br />f 3,600.
<br />OFF SITE
<br />CU.YO.
<br />.t
<br />6.000
<br />29.
<br />2556.505 BITUMINOUS MATERIAL
<br />S O.DO
<br />37,300
<br />1 33.9A3.00
<br />37,500
<br />S 33,9A3.
<br />FOR SEAL COAT
<br />GAL.
<br />S
<br />_ .91
<br />0
<br />30.
<br />235A.507 SEAL COAT AGGREGATE
<br />1 0_00
<br />1,9A0
<br />f 26.925.A0
<br />1,9A0
<br />S I8,925.A0
<br />(FA-2)
<br />TCH
<br />1
<br />14,91
<br />0
<br />31,
<br />2341.518 EXCAVATE F. A1(1 I,
<br />0
<br />S 0_00
<br />4,600
<br />S 19%000
<br />..
<br />A600
<br />,
<br />S 29,9OC.-
<br />3" THICK PATCHING
<br />SO.'10.
<br />S_
<br />6.50
<br />y v ,+6A.5'1 SIOA,597,10 SIA_A ,760,90
<br />rAGF SIIRTOTAL -=- _
<br />
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