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M.S.A. STREET PROJECT 1905
<br />PAGE TWO OF THREE
<br />II E S ASPHALT CO, BITUMI
<br />�ITEM
<br />UIIIT UNIT
<br />. DESCRIPTION
<br />UNIT OUANTITYI PRICE TOTAL PRIC
<br />16. 2503. NI 12" RC PIPE SEWER
<br />I
<br />1
<br />CLASSY
<br />L.F.
<br />160
<br />27.00
<br />5.520, 00
<br />10.00 3,200.00
<br />21.10 3, S'6.0
<br />17. 2503. 541 IS- RC PIPE SEWER
<br />CLASS r
<br />L.F.
<br />60
<br />25.00
<br />!, SOL. DO
<br />23.50
<br />1,410.00
<br />24,80
<br />I,488.0
<br />18. 2505.5A1 21- RC PIPE SEWER
<br />CLASS r
<br />L.F.
<br />260
<br />50.00
<br />0,400.00
<br />27.50
<br />7,700.00
<br />29.00
<br />8, 120. LY
<br />19. 2503. 541 50^ RC PIPE SEWER
<br />CLASS r
<br />L.F.
<br />180
<br />55.00
<br />91900. OD
<br />50.00
<br />9,000.00
<br />52.75
<br />9,495.0(
<br />20. 2503. 54I Q+ RC PIPE SEWER
<br />CLASS Y
<br />L.F.
<br />IL
<br />90.00
<br />11 pWU, V)
<br />07,00
<br />1,044.00
<br />91.80
<br />1,101,6C
<br />21. 2506. 509 CONSTRUCT LATLM
<br />BASINS, DESIGN K
<br />EACH
<br />3
<br />660.00
<br />1,980.00
<br />650.00
<br />1,950.00
<br />685.75
<br />2,057.25
<br />22. 2506.," CONSTRUCT CATCH
<br />BASINS, DESIGN Y
<br />EACH
<br />2
<br />750.00
<br />;, MO. 00
<br />700.00
<br />1,400.00
<br />736.50
<br />1,477.00
<br />23. 2506.509 CONSTRUCT CATLH
<br />I
<br />BASINS, DESIGN Z
<br />EACH
<br />2 (
<br />21,00.00
<br />41600.00
<br />2, 100.00
<br />1,200,00
<br />2,215.50
<br />A,A31.00
<br />24. 0506.602 RELOCATE CATCH
<br />EACH
<br />2 +
<br />150. DO
<br />I, 500.00
<br />700.00
<br />;,400.00
<br />738.50
<br />I,477,
<br />BASIN
<br />25. 2506.516 CASTINI, ASSEMBLIES
<br />EACH
<br />10
<br />180.00
<br />1,600.00I
<br />I30.CD
<br />I, 30U. 00
<br />179.35
<br />1,793.50
<br />26. '506.522 ADJUST FR44E AND
<br />R,NG CASTING
<br />EACH
<br />13 I
<br />85.00
<br />',955.001
<br />100,00
<br />2,300.00
<br />110.00
<br />2,530.00
<br />21. 0504.602 ADJUST WATER
<br />VALVE BO%
<br />EACH
<br />11
<br />60.00
<br />720,00
<br />7C.00
<br />840.00
<br />80.00
<br />%0.00
<br />28. 2521.501 A^ CONCRETE WALK
<br />S.F.
<br />IA, 800
<br />T,25 13,500.00
<br />1.15
<br />17.020.00
<br />1.15
<br />17,020,00
<br />29. 2521.501 6" CONCRETE WALK
<br />S.F.
<br />4.430
<br />1.63
<br />:,309,50
<br />1.50
<br />6,645.00
<br />1.50
<br />6,645.00
<br />130. 2531.501 CONCRETE CURB AND
<br />GUTTER DESIGN
<br />B-618
<br />L.F.
<br />6,200
<br />4.50 27,900.00
<br />4.30 26,660.00
<br />4,30 26, 660. 00
<br />31, 2531. 501 CONCRETE CROSS CURB
<br />AND GUTTER
<br />L.F.
<br />160
<br />7.80 I,
<br />148. DO'
<br />7.50
<br />1,200.00
<br />7.50
<br />1.200.00
<br />N. 2535.501 BITIMINOUS CURB
<br />L.F.
<br />200
<br />3.03
<br />50
<br />700.00
<br />3.00
<br />600.00
<br />PAGE SUBTOTAL
<br />94,012.50
<br />07,969.00
<br />-
<br />91,431.35
<br />,r
<br />
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