|
ESTI MATE
<br />OF
<br />QUANTITIES
<br />BASE GRADINGURES 3-89 a 1
<br />AGGRCTFOR BIT. IROADM XBSURF8
<br />CONTRACT '
<br />CONTRACT 2
<br />PROJECT
<br />NO.
<br />SHEETS
<br />4
<br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
<br />OF THE STATE
<br />HIGHWAY COMMISSION OF WISCONSIN - EDITION OF 1963 BIT. ROADMIX SURF.
<br />CONTRACT 3
<br />OBLIT-
<br />ERATING
<br />OLD
<br />ROAD
<br />FIELD
<br />OFFICE
<br />FIELD
<br />OFFICE
<br />APPROVED OCTOBER 16, 1963, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 29,1963
<br />AND SPECIAL
<br />PROVISIONS AS ATTACHED
<br />TO PROPOSALS.
<br />CON-
<br />CRETE
<br />SURF-
<br />ACE
<br />DRAINS
<br />CONCRETE
<br />PAVEMENT
<br />REINF
<br />CULVERTS
<br />ITEM N0.
<br />20 FT. SPAN S
<br />R.0A1-1-7n 71
<br />75 -
<br />BPR
<br />NET
<br />LENGTH
<br />OF
<br />CENTER
<br />LINE
<br />SHEET
<br />TOTAL
<br />REGION
<br />PROJECT
<br />NO.
<br />SHEETS
<br />4
<br />S0254(5)
<br />3
<br />59
<br />STATION
<br />SEC. l0
<br />STATION
<br />NO
<br />NET
<br />LENGTH
<br />OF
<br />CENTER
<br />LINE
<br />CLEARING
<br />GRUBBING
<br />REMOVING
<br />OLD
<br />CULVERT
<br />$TA. STA.
<br />23+39
<br />REMOVING
<br />OLD
<br />BRIDGE
<br />STA.
<br />EXCAVATION
<br />COMMON ROCK
<br />BORROW
<br />GRANU-
<br />LAR
<br />BACK _
<br />FILL
<br />TEST
<br />ROLL-
<br />ING
<br />PREP
<br />FOUN-
<br />DATION
<br />FOR
<br />GRANU-
<br />LAR
<br />SUBBASE
<br />COURSE
<br />FIN-
<br />ISHING
<br />ROAD-
<br />WAY
<br />OBLIT-
<br />ERATING
<br />OLD
<br />ROAD
<br />FIELD
<br />OFFICE
<br />FIELD
<br />OFFICE
<br />GRAVEL OR HAULING B
<br />BITUM F -TUM.
<br />CRUSHED STONE PLACING
<br />BASE COURSE MAI BITUMINOUS MAT
<br />GRAVEL OR I
<br />I �^,R i ROAD MIX '�"�.0
<br />[PRODUC- CRUSHED STONE PH,M SURFACE ;SURFACE
<br />LNG B BASE LOA`. COURSE
<br />STOCK-
<br />COURSE
<br />AGGREGATES
<br />FOR
<br />BITUMINOUS
<br />ROAD MIX
<br />SURFACE
<br />CAN-
<br />CRETE
<br />DRIVE-
<br />WAY
<br />CON -
<br />CRETE
<br />HEAD-
<br />ER
<br />CON-
<br />CRETE
<br />SURF-
<br />ACE
<br />DRAINS
<br />CONCRETE
<br />PAVEMENT
<br />REINF
<br />CULVERTS
<br />ITEM N0.
<br />20 FT. SPAN S
<br />20101 20102
<br />20104 20105
<br />20301 20302 20351
<br />20501 20502 20503
<br />20801
<br />20901
<br />21001
<br />211
<br />2120
<br />21301
<br />21401
<br />90001
<br />90001
<br />30402 30411
<br />30415
<br />4020
<br />40401
<br />40403
<br />40407
<br />40931
<br />40933
<br />40934
<br />40950
<br />RIP -
<br />UNIT
<br />LIN. FT.
<br />STA. INDIA.
<br />STA. IN. DIA.
<br />L.S. L.S.
<br />LS
<br />CY C.Y CY
<br />C.Y.
<br />C.Y
<br />LS.
<br />L.S.
<br />50702 51101
<br />LS.
<br />STA.
<br />L.S.
<br />L.S.
<br />TON TON
<br />C.Y.
<br />51332
<br />S. Y,
<br />GAL.
<br />TON
<br />SY.
<br />SA
<br />C.Y.
<br />S.Y
<br />1 0 + 00 - 78+05.7
<br />7,805.7
<br />22
<br />25
<br />6060
<br />L.S.
<br />29,265 * 56,424
<br />1,200
<br />C.Y.
<br />LF L.F
<br />I.B.
<br />LB.
<br />0.75
<br />15
<br />1
<br />1
<br />15,600 1,055
<br />705
<br />L.F
<br />20,950
<br />35,350
<br />2,890
<br />L.F L.F
<br />LF
<br />EACH EACH
<br />L.F
<br />SF
<br />C.Y.
<br />L.S. CY
<br />C.Y CA
<br />LB.
<br />L8.
<br />M. BM. LS.
<br />L.F L.F
<br />EACH
<br />C.Y
<br />2
<br />2 16 + 20 - 41 + 67.0
<br />2,547.0
<br />10
<br />11
<br />1
<br />64
<br />22,035*
<br />-
<br />-
<br />2 -
<br />0.25
<br />6
<br />-
<br />-
<br />5,000 330
<br />220
<br />84.1
<br />6,550
<br />11,05
<br />910
<br />666
<br />26p0
<br />11090
<br />1
<br />200
<br />200
<br />202
<br />151
<br />240 B- 13- 281
<br />1 315
<br />85 65.6
<br />10,330
<br />C - 13- 89
<br />* INCLUDES 788 C.Y. E.B.S.
<br />C.Y. CHANNEL EXCAVATION
<br />8 4,600
<br />TOTAL
<br />10,352.7
<br />32
<br />36
<br />1
<br />51,300* 56,424
<br />1,200
<br />1
<br />21
<br />1
<br />I
<br />20,600 1,385
<br />925
<br />I I
<br />27,500
<br />46,400
<br />3,800
<br />T.
<br />(1) U L1� (1) Q) U (1) (1) (1) (2) �2) (2) U (3� L3) (2)
<br />V, U U U U V Q) li) Q,) �J Q) L'J U U (J U U
<br />SEC
<br />NO.
<br />RUBBLE
<br />MASONRY
<br />-DITCH
<br />MORDRY
<br />TAR
<br />IB"
<br />CULVERT PIPE
<br />CLASS
<br />24" 48"
<br />60"
<br />APRON ENDWALLS
<br />FOR CULVERT PIPE
<br />IB" 24" 48" 60'
<br />PIPE
<br />CATTLE
<br />PASS
<br />CORRUGATED
<br />CULVERT-
<br />24" 30"
<br />BRIDGES
<br />(STRUCTURES
<br />OVER
<br />20 FT.
<br />SPAN)
<br />SIDE
<br />-WALK
<br />SLOPE
<br />PAVING
<br />CHECKS
<br />RIP-
<br />RAP
<br />HEAVY
<br />RIP- 7PLATE
<br />RAP
<br />STORM SEWER CATCH
<br />CATCH MAN- MANHOLES INLET
<br />INLETS BASINS
<br />BASINS HOLES COVERS COVERS
<br />COVERS
<br />TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
<br />NCHOR
<br />!STEEL , AGES
<br />I FOR
<br />ISTEEL
<br />BEAM
<br />GUARD (PLATE
<br />BEAM
<br />GUARD
<br />CALC-
<br />MARK- IUM
<br />CHLOR-
<br />MARK- ER
<br />IDE
<br />ER POSTS
<br />POSTS FOR SURF-
<br />ACE
<br />R -O -W TREAT -
<br />MENT
<br />SAL -
<br />TOP- VAGED
<br />SOIL TOP-IZER
<br />SOIL
<br />CULVERTS
<br />(STRUCTURES
<br />20 FT. SPAN S
<br />UNDER)
<br />�V'
<br />ING E%�-
<br />OLD VATION
<br />BRIDGE FOR
<br />$T0. STRUC-
<br />32+40 TURES
<br />GRANU- CON-
<br />LAR CRETE
<br />BACK- MASON _
<br />FILL RY
<br />PRESTRESSED
<br />GIRDER
<br />BAR
<br />STEEL
<br />REIN F
<br />PRE-
<br />STRUC- LUBRI-
<br />STRESSED
<br />TURAL CATEO
<br />GIRDER,
<br />CARBON SLAB., BRONZE
<br />STEELPLATES
<br />TYPE,21
<br />SHEET
<br />ZINC
<br />TR'T'D.
<br />BEAR-
<br />LUMBER STEEL
<br />ING
<br />PADS AND TEST
<br />TIMBER PILING
<br />B-13-281
<br />TREATED
<br />STEEL TIMBER
<br />PILING PILING
<br />DELIV-FDR-DELIV- DRIV-TEST
<br />FRED EKED EN
<br />CAST STEEL
<br />N PLACE FABRIC
<br />CONC. REIN-
<br />FORCE-
<br />PILING HENT
<br />CAST -IN-PLACE
<br />CONCRETE
<br />PILING
<br />DELIV- DRIV-
<br />EKED EN
<br />TUBUL
<br />RAIL-
<br />ING
<br />TYPE G
<br />FLOOR
<br />DRAINS
<br />TYPE TYPE
<br />DOWN-
<br />SPOUT
<br />6"CON-
<br />SLOPE
<br />PAYING
<br />CRETE
<br />HEAVY
<br />RIP-
<br />RAP
<br />EXCA-
<br />REMOVE
<br />VATION
<br />OLD
<br />FOR
<br />CULV'T. STRUC-
<br />STA.FILL
<br />TURES
<br />3+35
<br />GRANU- CON-
<br />LAR CRETE
<br />BACK- MASON-
<br />RY
<br />BAR
<br />STEEL
<br />RE1NF
<br />STRUCT-
<br />URAL
<br />CARBON
<br />STEEL
<br />TR'T'D. UNTR'D.
<br />LUMBER TIMBER
<br />AND TEST
<br />TIMBER PILINGNO
<br />TREATED
<br />TIMBER
<br />PILING
<br />pELIV-FDR
<br />FRED
<br />FLOOR
<br />DRAINS
<br />TYPERAP
<br />RIP -
<br />20351
<br />20601
<br />20901
<br />50201
<br />503 503
<br />50501
<br />50601
<br />50326
<br />50614
<br />50616
<br />5062
<br />50702 51101
<br />51110
<br />51115
<br />50816 50820
<br />51001
<br />50510
<br />51010 51015
<br />51332
<br />5140 5140
<br />51426
<br />60404
<br />60602
<br />20301 20602
<br />20901 50401
<br />50502
<br />50601
<br />50702 50801
<br />50816 50820
<br />5140
<br />6060
<br />L.S.
<br />CY
<br />CY
<br />C.Y.
<br />LF L.F
<br />I.B.
<br />LB.
<br />L.F.
<br />LB
<br />LB.
<br />SF
<br />M.B.M. LS.
<br />LF
<br />L.F
<br />L.F L.F
<br />L.S.
<br />S. Y.
<br />L.F L.F
<br />LF
<br />EACH EACH
<br />L.F
<br />SF
<br />C.Y.
<br />L.S. CY
<br />C.Y CA
<br />LB.
<br />L8.
<br />M. BM. LS.
<br />L.F L.F
<br />EACH
<br />C.Y
<br />2
<br />15
<br />120
<br />134 60
<br />92
<br />8 4 2 2
<br />64
<br />- 24
<br />-
<br />-
<br />2 -
<br />I 1
<br />20
<br />10
<br />84.1
<br />7 23
<br />5010
<br />12,500
<br />666
<br />26p0
<br />11090
<br />1
<br />200
<br />200
<br />202
<br />151
<br />240 B- 13- 281
<br />1 315
<br />85 65.6
<br />10,330
<br />C - 13- 89
<br />I I
<br />T.
<br />60
<br />160
<br />376 114
<br />92
<br />10 14 4 2
<br />250
<br />100 24
<br />68
<br />2
<br />2 2
<br />412 4
<br />27 76
<br />1,500 123
<br />37,
<br />2,847
<br />T. I
<br />20
<br />10
<br />84.1
<br />5010
<br />666
<br />IE4 I
<br />200
<br />200
<br />202
<br />151
<br />240
<br />1 315
<br />85 65.6
<br />10,330
<br />V, U U U U V Q) li) Q,) �J Q) L'J U U (J U U
<br />SEC
<br />NO.
<br />RUBBLE
<br />MASONRY
<br />-DITCH
<br />MORDRY
<br />TAR
<br />IB"
<br />CULVERT PIPE
<br />CLASS
<br />24" 48"
<br />60"
<br />APRON ENDWALLS
<br />FOR CULVERT PIPE
<br />IB" 24" 48" 60'
<br />PIPE
<br />CATTLE
<br />PASS
<br />CORRUGATED
<br />CULVERT-
<br />24" 30"
<br />36"
<br />METAL
<br />PIPE
<br />METAL
<br />FOR
<br />24"
<br />APRON ENDWALLS
<br />CULVERT PIPE
<br />30" 3fi
<br />CONCRETE
<br />TCURSCAUN
<br />SIDE
<br />-WALK
<br />SLOPE
<br />PAVING
<br />CHECKS
<br />RIP-
<br />RAP
<br />HEAVY
<br />RIP- 7PLATE
<br />RAP
<br />STORM SEWER CATCH
<br />CATCH MAN- MANHOLES INLET
<br />INLETS BASINS
<br />BASINS HOLES COVERS COVERS
<br />COVERS
<br />TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
<br />NCHOR
<br />!STEEL , AGES
<br />I FOR
<br />ISTEEL
<br />BEAM
<br />GUARD (PLATE
<br />BEAM
<br />GUARD
<br />CALC-
<br />MARK- IUM
<br />CHLOR-
<br />MARK- ER
<br />IDE
<br />ER POSTS
<br />POSTS FOR SURF-
<br />ACE
<br />R -O -W TREAT -
<br />MENT
<br />SAL -
<br />TOP- VAGED
<br />SOIL TOP-IZER
<br />SOIL
<br />fER-
<br />TIL-
<br />SEED
<br />ING
<br />SODDING
<br />51801 51810
<br />52003 52005 52011
<br />52013 52061 52063 52069
<br />90002 ' 52075 52107 52109:
<br />5211,
<br />52
<br />52 147
<br />52149 52151 52
<br />6010 601
<br />6020
<br />6040
<br />6050
<br />60601
<br />60602 60
<br />60 60 60 60 6110 6110 6111 6111 6112 6112 6113 6113 6115 6115 6116 6116
<br />61410 61412
<br />61421 61422
<br />62301
<br />6250 62505
<br />62901 62
<br />63001 63
<br />63101
<br />CY. C.Y
<br />LF
<br />LF L.F
<br />L. I-
<br />EACH EACH EACH EACH
<br />L.F
<br />LF L.F
<br />L.F.
<br />L.F.
<br />EACH
<br />EACH EACH EACH
<br />L.F L.F
<br />S.F
<br />S.F
<br />C.Y.
<br />CA
<br />C.Y. LF
<br />L.F L.F L.F L.F. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH
<br />L.F EACH 1
<br />EACH I EACH
<br />TON
<br />S.Y.
<br />CWT CWT.
<br />SY SA
<br />SY
<br />1
<br />45
<br />40
<br />242 54
<br />-
<br />2 10 2 -
<br />186
<br />100 -
<br />68
<br />2
<br />- 2
<br />-
<br />412 4
<br />20 53
<br />39,000
<br />100
<br />III
<br />1,757
<br />2
<br />15
<br />120
<br />134 60
<br />92
<br />8 4 2 2
<br />64
<br />- 24
<br />-
<br />-
<br />2 -
<br />— -
<br />7 23
<br />12,500
<br />23
<br />26p0
<br />11090
<br />I
<br />I I
<br />T.
<br />60
<br />160
<br />376 114
<br />92
<br />10 14 4 2
<br />250
<br />100 24
<br />68
<br />2
<br />2 2
<br />412 4
<br />27 76
<br />1,500 123
<br />37,
<br />2,847
<br />Ir(— 0 0 0 0 c
<br />
|