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EST MAT E O F Q U A N T I T I E S CONTRACT NO.1 (5 SEBAS
<br />• : • GRADING, SUBBASE,, BASE AND
<br />THIS PROJECT -IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE: CONSTRUCTION OF THE WISCONSIN DIVISION OF N'IGH.WAYS- EDITION OF 1969 AGGREGATE FOR BRM SURFACE
<br />APPROVED MARCH 3, 1969, FEDERAL AID REQUIRED CONTRACT, PROVISIONS APPROVED NOVEMBER 15, 1968, AND SPECIAL PROVISIONS AS -ATTACHED TO PROPOSALS CONTRACTNO. 2 15943-1-72)
<br />morarimr IRIT T7T1CTl AAIVI
<br />a �A
<br />PFO,IECsNEET TOTAL
<br />of GION '
<br />- I HO SHEETS
<br />4$V 0069-
<br />�S 8d55f&�- ion
<br />SEC
<br />NO
<br />STATION
<br />TO 1
<br />STATION
<br />NET LENGTH
<br />OF
<br />CENTERLINE
<br />-
<br />CLEARING
<br />-
<br />GRUBBING
<br />REMOVING
<br />OLD
<br />CULVERTS
<br />ABANDONING
<br />WELLS
<br />UNCL.
<br />EXCAVATION
<br />MARSH
<br />BORROW
<br />I
<br />GRANULAR
<br />SUBBASE
<br />COURSE
<br />FINISHING
<br />ROADWAY
<br />,CRUSHED
<br />AGGREGATE
<br />BASE
<br />COURSE
<br />PRODUCING
<br />AND
<br />STOCKPILING
<br />CRUSHE€3..
<br />"AGGREGATE
<br />BASE
<br />COURSE
<br />HAULING
<br />AND
<br />PLACING
<br />CRUSHED
<br />AGGREGATE.
<br />BASE
<br />COURSE
<br />BITUMINOUS
<br />ROAD MIX
<br />SURFACE
<br />81TUMINOUS
<br />MATERIAL
<br />FOR
<br />SURFACE
<br />COURSE
<br />AGGREGATES
<br />FOR
<br />BITUMINOUS
<br />ROAD
<br />MIX
<br />SURFACE
<br />MORTAR
<br />RUBBLE
<br />MASONRY
<br />FIELD
<br />OFFICE
<br />TYPE "B"
<br />FIELD
<br />LABORATORY
<br />52005
<br />52007
<br />ITEM NO.
<br />UNIT
<br />LIN, FT.
<br />20101
<br />STA.
<br />20104
<br />STA.^
<br />_— 20330
<br />EACH
<br />20444
<br />EACH
<br />20503
<br />C.Y.
<br />20505
<br />C.Y,
<br />20801
<br />C.Y.
<br />21201
<br />C.Y.
<br />21301
<br />L.S.
<br />30404
<br />TON
<br />30413
<br />TON
<br />30415
<br />C.Y.
<br />40401
<br />S.Y,
<br />_ 4_0403
<br />GAL.
<br />40407-
<br />TON —
<br />5_1801
<br />C.Y.
<br />64202
<br />L -S. I
<br />64210
<br />L.S.
<br />-
<br />-- 18
<br />3, 540
<br />- -
<br />118.680
<br />lU
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3 501
<br />lU
<br />0+03.4-13+52
<br />1 348.6
<br />-
<br />1
<br />-
<br />3,448
<br />-
<br />0.05
<br />3,945
<br />-
<br />6,900
<br />13,700
<br />1 130
<br />-
<br />-
<br />-
<br />I
<br />311
<br />640
<br />1 150
<br />172
<br />382
<br />'88
<br />42
<br />30
<br />4
<br />10
<br />2
<br />.13+52-26+83
<br />128, 200
<br />Q
<br />5, 100
<br />©
<br />-
<br />7 732
<br />-
<br />-
<br />0.05
<br />3 870
<br />-
<br />196
<br />6.010
<br />12 100
<br />995
<br />-
<br />-
<br />-
<br />-
<br />3R
<br />26+83 Z68+47
<br />24 164 0
<br />18
<br />24
<br />7
<br />1
<br />151,278
<br />9,950
<br />31,150
<br />46.000
<br />1 0.88
<br />70,145.-
<br />4,600
<br />3,105
<br />74,675
<br />145,000
<br />11,930
<br />25 .
<br />1
<br />1
<br />R
<br />268+47-274+57. 1
<br />610.1
<br />-
<br />I
<br />-
<br />1,382
<br />-
<br />-
<br />-
<br />0.02
<br />1,940
<br />-
<br />3,115
<br />6,300 -
<br />520
<br />-
<br />-
<br />-
<br />id
<br />TOTAL
<br />27, 453.7
<br />19
<br />26
<br />6 -1
<br />1
<br />*INCLUDES
<br />163, 840 #
<br />1,040 C.Y. E.B.S
<br />9,950 31,150
<br />46, 000
<br />- - -
<br />1
<br />- - --
<br />79,9156
<br />------
<br />4, 600
<br />-- -
<br />3,105
<br />90,600
<br />177,100-
<br />-- .-
<br />14, 575
<br />25 -
<br />1 --
<br />-- 1
<br />i
<br />CULVERT
<br />PIPE
<br />CLASS III
<br />REINFORCED CONCRETE PIPE,
<br />CLASS 111. STORM SEWER
<br />12 -INCH 18-3NCH 24 -INCH
<br />52728
<br />L.F.
<br />APRON ENDWALLS FOR
<br />CULVERT PIPE
<br />60825 60827 60829
<br />L.F. L.F. L.F.
<br />SEC
<br />N0.' 18 -INCH
<br />24 -INCH
<br />30 -INCH
<br />36 -INCH
<br />48 INCH
<br />18 INCH
<br />24 -INCH
<br />30 -INCH'
<br />36 INCH
<br />48 -INCL
<br />2,647
<br />52003
<br />52005
<br />52007
<br />52009
<br />5201.1
<br />52061
<br />52063
<br />52065
<br />52067
<br />52069
<br />L.F.
<br />L.F.
<br />L.F.
<br />L.F.
<br />L.F.
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />-
<br />-- 18
<br />3, 540
<br />- -
<br />118.680
<br />lU
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3 501
<br />1 - - - -
<br />-
<br />3
<br />2.150
<br />9
<br />70
<br />I
<br />311
<br />640
<br />1 150
<br />172
<br />382
<br />'88
<br />42
<br />30
<br />4
<br />10
<br />2
<br />Pl
<br />d
<br />128, 200
<br />Q
<br />255
<br />5, 100
<br />©
<br />3,50
<br />Q
<br />4R
<br />-
<br />196
<br />-
<br />-
<br />-
<br />-
<br />4
<br />-
<br />-
<br />-
<br />- A-
<br />382 88 42 34 �. 4 10 2 52 5 322 150 316 E 336
<br />1 ( (D ) 1 © d
<br />CATCH BASINS
<br />d
<br />STRUCTURAL
<br />PLATE
<br />PIPE
<br />ARCH
<br />13'
<br />SPAN
<br />CONCRETE
<br />CURB
<br />AND
<br />GUTTER
<br />30..
<br />TYPED
<br />REINFORCED CONCRETE PIPE,
<br />CLASS 111. STORM SEWER
<br />12 -INCH 18-3NCH 24 -INCH
<br />52728
<br />L.F.
<br />60133
<br />L.F.
<br />60825 60827 60829
<br />L.F. L.F. L.F.
<br />SEEDING
<br />SOD
<br />INLETS
<br />TYPE 1 TYPE 2 TYPE, 5 TYPE _3 _ TYPE C _TYPE 0
<br />61101 61102 61105 61123 61133 61134
<br />EACH EACH EACH EACH EACH EACH
<br />-
<br />2.675
<br />102 316 336
<br />EACH
<br />- ---
<br />S.Y.
<br />—_3,
<br />CWT.
<br />-
<br />2,647
<br />48 - -
<br />3
<br />1
<br />52
<br />- -
<br />i 1 2 3 1 1
<br />-2 -
<br />830
<br />5
<br />- A-
<br />382 88 42 34 �. 4 10 2 52 5 322 150 316 E 336
<br />1 ( (D ) 1 © d
<br />CATCH BASINS
<br />CATCH BASIN COVERS
<br />INLET
<br />COVERS
<br />TYPE H-
<br />61167
<br />EACH
<br />'ADJUSTING
<br />CATCH
<br />BASIN
<br />COVERS
<br />61181
<br />EACH
<br />MAN-
<br />HOLE
<br />COVERS ___MONUMENTS.-
<br />61182 ---_
<br />EACH
<br />LANDMARK
<br />REFERENCE
<br />62101
<br />SAL -
<br />VAGED
<br />TOPSOIL
<br />62505
<br />F__ERTILIZER
<br />SEEDING
<br />SOD
<br />INLETS
<br />TYPE 1 TYPE 2 TYPE, 5 TYPE _3 _ TYPE C _TYPE 0
<br />61101 61102 61105 61123 61133 61134
<br />EACH EACH EACH EACH EACH EACH
<br />TYPE H
<br />=61137
<br />EACH
<br />62901 63002
<br />63'
<br />EACH
<br />- ---
<br />S.Y.
<br />—_3,
<br />CWT.
<br />LB.
<br />S:
<br />3
<br />1
<br />4 - �..- ---
<br />i 1 2 3 1 1
<br />-2 -
<br />830
<br />5
<br />95
<br />-
<br />-
<br />-- 18
<br />3, 540
<br />- -
<br />118.680
<br />6
<br />115
<br />-
<br />- - --- -
<br />- - --
<br />240 4 820
<br />3 501
<br />1 - - - -
<br />-
<br />3
<br />2.150
<br />9
<br />70
<br />I
<br />L
<br />2
<br />4
<br />1
<br />1
<br />2
<br />(J)
<br />4
<br />- O .
<br />2
<br />T
<br />4
<br />.O - -
<br />Pl
<br />d
<br />128, 200
<br />Q
<br />255
<br />5, 100
<br />©
<br />3,50
<br />Q
<br />
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