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<br />Lr '
<br />ESTIMATE
<br />ATTR S S
<br />OSA
<br />u", U A N'T I jE,%c_:-.3
<br />4 t)TAL
<br />'„
<br />CONTRACT
<br />NO. n GRADING, BALLAST 83 BASE COURSE
<br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS F0I3 ROAD AND BRIDGE CONSTRUCTION OF
<br />THE STATE
<br />HIGHWAY COMMISSION OF
<br />WISCONSIN
<br />—EDITION OF 1951
<br />APPROVED JAN 23 1952 EEDERAI. AID REQUIRED CONTRACT PROVISIONS APPROVED NOVEMBER 8 1948
<br />AND SPECIAL
<br />PROVISIONS
<br />AS
<br />HED
<br />T PROP
<br />CULVERTS
<br />(STRUCTURES ?O FT: SPAN EA UNDER)
<br />8. P R.
<br />RUBBLE
<br />MAS4NRi
<br />_ ___....
<br />MORTARDRY
<br />SHCE T
<br />4 t)TAL
<br />'„
<br />DIVISION
<br />114 ;fir.
<br />FT`;
<br />4
<br />S 0455(2)
<br />3
<br />-2. 7.7:__ __
<br />MILE
<br />N0.
<br />1
<br />_-__...__....
<br />RUBBLE
<br />MAS4NRi
<br />_ ___....
<br />MORTARDRY
<br />CULVERT
<br />k
<br />PIPE
<br />RIP-
<br />RAP
<br />HEAVY
<br />RIPRAP
<br />RUBBLE
<br />PAVING
<br />DITCH
<br />CHECKS
<br />PIPE
<br />UNDER
<br />DRAIN
<br />STORM
<br />SEWER
<br />_
<br />--_
<br />CATCH
<br />BASINS
<br />MANHOLES
<br />—
<br />IS LET
<br />S
<br />CONCRETE
<br />+
<br />—
<br />GUARD
<br />FENCE
<br />_ __
<br />MAR<-
<br />ER
<br />r_.„
<br />PO.a!:
<br />M A R K`
<br />ER
<br />POST'
<br />FOR
<br />R_O_w
<br />CALCIUM
<br />CHLORIDE
<br />SURFACE
<br />TREATMENT
<br />"0P-
<br />SOIL
<br />SAL'
<br />VAGED
<br />TOP-
<br />SOIL
<br />EER`
<br />tIL`
<br />1ZER
<br />SEEDING
<br />50D-
<br />DING
<br />�
<br />18"
<br />24
<br />36
<br />48
<br />�y
<br />COPR.
<br />METAL
<br />PIPE
<br />ARCH
<br />72"X44
<br />2,111-
<br />LIN. FT.
<br />Ct)R8
<br />12521-1
<br />LIN. Ft.�Ll�i
<br />CURB
<br />AND ER
<br />SIDE
<br />WALK
<br />CABLE
<br />ANCHOR
<br />AGES
<br />FOR
<br />CABLE
<br />�_
<br />_
<br />—
<br />PLAIN
<br />GRO`T'D
<br />2409`2
<br />C. Y.
<br />4.4
<br />2409-32411-11
<br />C. Y.
<br />LIN. FT.
<br />180
<br />2411-12
<br />LIN. FT.
<br />—
<br />70
<br />2411-14
<br />LIN. FT.
<br />124
<br />2411-15
<br />LIN. FT,
<br />58
<br />2411-
<br />LIN. FT
<br />2411`
<br />LIN, FT
<br />241!-'32
<br />LIN. FT.
<br />2411
<br />LiN. FT.
<br />1
<br />2311-
<br />LIN. FT
<br />2411-
<br />LIN. FT.
<br />2411-
<br />LIN. FT
<br />2512-1
<br />C.Y.
<br />� 31.4
<br />2512-2
<br />C.Y,
<br />2515'1
<br />SQ YD.
<br />—
<br />2515-2
<br />SQ, YD
<br />2516-
<br />2516-
<br />C. Y.
<br />2517-1
<br />LIN, FT.
<br />2519-
<br />LIN. FT.
<br />2519-
<br />LIN. FT.
<br />2519-
<br />LIN, FT
<br />2519-
<br />LIN. FT,
<br />2520-
<br />EACH
<br />2520'
<br />EACH
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<br />EACH
<br />2520-
<br />EACH
<br />2520-
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<br />12320-
<br />EACH
<br />221-3
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<br />2523-
<br />2523-5
<br />2523-3
<br />2523-4
<br />2525-1
<br />252.8-1
<br />2528-2
<br />2531-1
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<br />2533-1
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<br />� LIN. FT.
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<br />EACH
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<br />EACH�EACFO
<br />10
<br />3 I
<br />TO`!
<br />$Q. YD
<br />CWT.
<br />5Q. YD.
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<br />62,
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<br />4 8 0 O
<br />56
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<br />_ 31,200
<br />58
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<br />$800
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