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COST ESTIMATE FOR M.S.A. PROJECT 1985
<br />CITY PROJECT 85-1
<br />PAGE TWO OF THREE ______ ___________.._____...__..._.
<br />rN SAP 146-229-04 N011-PARTICIPAT ING TOTAL
<br />UNIT
<br />TEMII
<br />LD.L DESCRIPTION __UNIT . PRICE QUANTITY TOTAL OUAIITI TY� TOTAL OUANTITYI TOTAL
<br />18. 2505.541 21" RC PIPE SEWER
<br />f 30 00 280 S 8,400.00 0 S 0_00 280 f 8,/00_00
<br />CLASS V
<br />L.F.
<br />_--
<br />19.
<br />2503.541
<br />3011 RC PIPE SEWER
<br />CLASS V
<br />L.F.
<br />S,__
<br />55,00
<br />180
<br />S , 9,900,00
<br />0
<br />S
<br />0_00
<br />I80
<br />f 9.900.00
<br />20.
<br />2505.541
<br />42" RC PIPE SEWER
<br />CLASS V
<br />L.F.
<br />S _
<br />90.00
<br />12
<br />S 1,080,00
<br />0
<br />S
<br />0y00
<br />12
<br />f I,080.00_
<br />21.
<br />2506.509
<br />CONSTRUCT CATCH
<br />BASINS, DESIGN K
<br />EACH
<br />S
<br />660.00
<br />3
<br />f 1,980,00_
<br />O
<br />f
<br />0_00
<br />3
<br />f 1,980.00
<br />22.
<br />2506.509
<br />CONSTRUCT CATCH
<br />BASINS, DESIGN Y
<br />EACH
<br />f
<br />750.00
<br />2
<br />S I,500.00
<br />O
<br />f
<br />0_00
<br />2
<br />f 1.500.00
<br />23.
<br />2506.509
<br />CONSTRUCT CATCH
<br />BASINS, DESIGN 2
<br />EACH
<br />S 2,300.00
<br />2
<br />f 4,600,00
<br />O
<br />S
<br />0_00
<br />2
<br />f 4.600.0
<br />24.
<br />0506.602
<br />RELOCATE CATCH
<br />EACH
<br />f
<br />750.00
<br />2
<br />S _ 1,500.00
<br />0
<br />f
<br />0_00
<br />2
<br />f 1,500.00
<br />BASIN
<br />/ 5.
<br />2506.516
<br />CASTING ASSEMBLIES
<br />EACH
<br />S
<br />180.00
<br />10
<br />S 1,800.00
<br />0
<br />f
<br />0y00
<br />10
<br />f 1,800.00
<br />26.
<br />2506.522
<br />ADJUST FRAME AND
<br />RING CASTING
<br />EACH
<br />J
<br />85_00
<br />8
<br />S ti80.00
<br />15
<br />3 1,275.00
<br />23
<br />S 1.955.00
<br />27.
<br />0504.602
<br />ADJUST WATER
<br />VALVE BOX
<br />EACH
<br />f
<br />60_y00
<br />4
<br />S 240.00
<br />8
<br />f
<br />480,00
<br />12
<br />f 720.00
<br />28.
<br />2521.501
<br />4" CONCRETE WALK
<br />S.F.
<br />S�
<br />1__25
<br />13,300
<br />f 16,625.00_
<br />1,500
<br />f 1,815.00
<br />14,800
<br />f I8,500.00
<br />29.
<br />2521.501
<br />6" CONCRETE WALK
<br />S.F.
<br />f
<br />�.65
<br />4,400
<br />S !,MgO
<br />30
<br />f
<br />49.50
<br />4,430
<br />f -b509,50
<br />30,
<br />2531,501
<br />CONCRETE CURB AND
<br />L.F.
<br />f
<br />4.50
<br />5,900
<br />f 26 550.00
<br />-�--
<br />300
<br />S 1,350.00
<br />6,200
<br />S 27,900.00
<br />GUTTER DESIGN
<br />31.
<br />2531.501
<br />CONCRETE CROSS CURB
<br />AND GUTTER
<br />L.F,
<br />S
<br />_ 7_80
<br />160
<br />S 1,248.00
<br />0
<br />f
<br />Oy00
<br />160
<br />f �248.
<br />32.
<br />33.
<br />2535.81TUMINOUS CURB
<br />2575.505 SOD
<br />L.F.
<br />SO,YD,
<br />f.
<br />f-__
<br />3.00
<br />!.10
<br />2DO
<br />5,900
<br />3 600,00
<br />f 6,490.00
<br />0
<br />0
<br />f
<br />S
<br />0_00
<br />0_-00
<br />200
<br />5,900
<br />f 600.00
<br />f 6.490.00
<br />54,
<br />2105.525
<br />BLACK DIRT FROM
<br />OFF SITE
<br />CU.YD.
<br />,f 6_00
<br />490
<br />S 2j940.00
<br />0
<br />f
<br />0,_00
<br />490
<br />S 2,940�,
<br />15.
<br />2501.511
<br />24° C.M. PIPE.
<br />L.F,
<br />S
<br />- 40.00
<br />30
<br />f 1,200,00.
<br />O
<br />f
<br />0,_0000
<br />30
<br />f 11200.00
<br />S 94,90 $ 5,029.50 f 99.622.50
<br />PAGE SUBTOTAL 93,0
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