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CONTRACT NO.
<br />ESTIMATE OF QUANTITIES GRADING,SUBBASE, BASE, RC.C.
<br />PAV'THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN — EDITION OF 1963, 205, ,STRUCTURES B -13-20q
<br />205, 206,211,224.
<br />APPROVED OCTOBER 16 1963 FEDERAL -AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 15,1963, AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS.
<br />8'P R.
<br />ORE
<br />" AVL
<br />PROJECT
<br />SHEET
<br />TOTAL
<br />DIVISION
<br />ABAN-
<br />OOHING
<br />INLETS
<br />N0.
<br />SHEETS
<br />- 4
<br />F017-2(64)
<br />. 3
<br />CONCRETE
<br />BASE COURSE
<br />6•
<br />SEG
<br />N0.
<br />_ NET
<br />STATION LENGTH
<br />TO - OF CLEARING
<br />STATION - -.CENTER
<br />UNE
<br />GRUBBING
<br />REMOV-REMOV-REMOV'REMOV
<br />LNG ING ING ING
<br />PAVE- CURB CONC.
<br />GUARD
<br />PENT AND SIDE-
<br />WALK RAIL
<br />ABAN- ABAN-
<br />DOMING DOMING
<br />MAN- CATCH
<br />HOLES BASINS
<br />ABAN-
<br />OOHING
<br />INLETS
<br />ABAN-
<br />OOHING
<br />WELLS
<br />EXCAVATION
<br />UNCL. MARSH
<br />GR4NU-
<br />LAR
<br />SACK-
<br />FILL
<br />TOM- OBLIT•
<br />ISHING ERATING
<br />ROAD- OLD
<br />WAY ROAD
<br />Z
<br />GR
<br />GRAND- CRUSHED ST NE
<br />LAR BASE
<br />SUBBASE COURSE
<br />COURSE
<br />CONCRETE
<br />BASE COURSE
<br />6•
<br />CONCRETE
<br />PAVEMENT
<br />APPROACH
<br />9• SLAB
<br />CON-
<br />CRETE
<br />DRIVE-
<br />WAYS
<br />CON-
<br />CRETE
<br />HEAD-
<br />ERS
<br />LOT-
<br />CRETE
<br />SUR-
<br />FACE
<br />DRAINS
<br />CONCRETE
<br />PAVEMENT
<br />REINF.
<br />PREP.
<br />ROAD-
<br />BED
<br />FOR
<br />BITUM.
<br />SURF.
<br />BITUM.
<br />MAT.
<br />FOR
<br />PRIME
<br />'COAT
<br />SINGLE
<br />AGGREGATE
<br />BITUMINOUS
<br />SURFACE
<br />BITUM.
<br />BITUMINOUS MAT -
<br />CONCRETE FOR
<br />PAVEMENT SURFACE
<br />COURSE .
<br />CON-
<br />CRETE
<br />MASON-
<br />RY
<br />BAR
<br />STEEL
<br />REINF
<br />ITEM NO
<br />-
<br />20101
<br />20104
<br />20401 20405 20406 20411
<br />20441
<br />20442
<br />20443
<br />20444
<br />20503
<br />BAR
<br />STEEL
<br />REINF.
<br />213 I
<br />TREATED
<br />TR'T'D UNTR'D TIMBER
<br />SHEET SHEET LUMBER TIMBER FLOOR RIP -
<br />PILING
<br />LEAD ZINC AND TEST DRAINS RAD
<br />TIMBER PILING DELI V- ORIV-
<br />ERED EN
<br />21201
<br />30402
<br />30706
<br />40909
<br />40935
<br />50601
<br />50605 50614 50621 50801
<br />50810 50813
<br />40950
<br />51110 51115
<br />.40202
<br />51401
<br />40701
<br />40702
<br />EACH
<br />EACH
<br />UNIT
<br />LIN. FT
<br />STA. INDIA.
<br />STA. INDIA.
<br />SO.YD.LINFT. SO. YD. N. FT.
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />C.Y C.Y
<br />CY
<br />LS
<br />STA.
<br />C.Y.
<br />TON
<br />SO. YD.
<br />SO YD.
<br />SQYD.
<br />SO YD.
<br />SO. YD
<br />0Y.
<br />SOYD.
<br />STA.
<br />GAL.
<br />TON
<br />- TON
<br />TON
<br />I U B-13- 204
<br />325
<br />546.2 86,340
<br />144,290 605C 209 26
<br />r.
<br />1875 1875
<br />389
<br />345
<br />1 U
<br />72 348 64 160
<br />6
<br />1 2
<br />90 0
<br />I U
<br />33+95.19 -43+54.52
<br />959.33
<br />13
<br />13
<br />18,0 300 2420 1450
<br />8
<br />2
<br />7
<br />1
<br />111,500
<br />25
<br />0.3
<br />0 0
<br />5000
<br />37240
<br />365
<br />32,040
<br />476
<br />285
<br />2020
<br />162
<br />32,040
<br />4
<br />27.30
<br />4000
<br />217.8
<br />I x I x
<br />1980 12ON
<br />556 156 686"
<br />2
<br />3"
<br />2
<br />3
<br />15 "
<br />1 U B-13-224
<br />420
<br />221.0
<br />18,660
<br />1
<br />1110 1110
<br />108
<br />U 43+54.52— .66+00
<br />2200.00
<br />19
<br />19
<br />4170 170 90 0
<br />0
<br />0
<br />0
<br />0
<br />28,000
<br />102 82 O 0
<br />0.7
<br />0 0
<br />7500
<br />21730
<br />0
<br />20680
<br />220
<br />566
<br />0
<br />1
<br />20680
<br />6
<br />1240
<br />0
<br />1680
<br />92.2
<br />4 1
<br />0
<br />10
<br />6
<br />2U B-13-206
<br />115
<br />3
<br />278.1
<br />50,030 82,400
<br />1600 130 18
<br />0
<br />0
<br />1
<br />1600 1600
<br />322
<br />1
<br />16
<br />328
<br />2U B-13-211
<br />115
<br />278.1
<br />50 030
<br />82 400
<br />P46001 130 1 is
<br />I
<br />1600 1600 322
<br />1
<br />16
<br />328
<br />1275
<br />1875.8 281 120
<br />9980
<br />W40 652 87I
<br />i 110 III 0
<br />I I 1 I
<br />6925 6925
<br />644 892
<br />2
<br />1 32
<br />1286
<br />174 430 64 160
<br />9
<br />I 2
<br />90 148
<br />2 I -
<br />14,230 7740
<br />7570 230
<br />1428566
<br />gg.2 808
<br />1
<br />3
<br />�390
<br />16
<br />4
<br />3
<br />9 1
<br />PROJECT TOTAL
<br />3159.33
<br />32
<br />32
<br />470 2510 1450
<br />8
<br />2
<br />7
<br />1
<br />139 500
<br />12
<br />I
<br />10,00056,00013,3301
<br />12 500
<br />365
<br />52720
<br />696
<br />52720
<br />5680
<br />310
<br />YC
<br />NO
<br />RUBBLE CULVERT PIPE, CLASS 111
<br />MASONRY
<br />_ _
<br />ARF -Y 12 IB 24• 42"
<br />APRON ENDWALLS
<br />FOR
<br />CULVERT PIPE
<br />18" 24• 42•
<br />CORRUGATED
<br />METAL
<br />CULVERT PIPE
<br />12" 30"
<br />REINF. CONC.
<br />APRON END-
<br />WALLS FOR
<br />CULVERT PIPE
<br />18" 27•
<br />CONCRETE
<br />CURB CURB
<br />AND AND SIDE- SIDE-
<br />UTTER GUTTER WALK WALK
<br />30" 30•
<br />TYPE "A TYPE "D" 5. 7•
<br />BRIDGES
<br />(STRUCTURES OVER 2OFT.
<br />SPAN)
<br />CATCH
<br />TYPE TYPE
<br />1 2
<br />BASINS
<br />TYPE
<br />S
<br />TYPE
<br />SP 5
<br />TYPE
<br />2
<br />INLETS
<br />TYPE TYPE
<br />8 9
<br />TYPE
<br />3
<br />N_ CATCH BASIN
<br />STR UCT COVERS
<br />ING
<br />MAN_DRAIN
<br />TYPE TYPE TYPE
<br />HOLES
<br />C D H
<br />CULVERTS
<br />(STRUCTURES
<br />2OFT. SPAN 81 UNDER)
<br />SEC.
<br />NO.
<br />EKCA GRAND-
<br />NATION
<br />LAR
<br />FOR
<br />BACK-
<br />ST
<br />Flll
<br />TURES
<br />CON-
<br />CRETE
<br />MASON-
<br />RY
<br />BAR
<br />STEEL
<br />REINF
<br />STRUC-
<br />TURAL
<br />C4RBON
<br />STEEL
<br />_
<br />STRUC LUBRI-
<br />TURAL RI
<br />ATED
<br />LOW
<br />BRONZE PADS
<br />ALLOY
<br />LATES
<br />STEEL
<br />uNTR'D
<br />TIMBER
<br />TEST
<br />PILING
<br />.13.22
<br />UNTREATED
<br />TIMBER
<br />PILING
<br />DELIV- DRIV-
<br />EKED EN
<br />STEEL TEST PILING STEEL
<br />PILING
<br />B-13- 8-13- 8-13- 8-13- OELIV- DRIV-
<br />204 205 206 211 ERED EN
<br />TUBULAR
<br />RAILING
<br />TYPE TYPE
<br />A B
<br />FLOOR DOWN- SLOPE
<br />DRAINS PAVING
<br />SPOUT
<br />TYPE CON-
<br />6"
<br />A CRETE
<br />REMOVE
<br />OLD
<br />CULV'T
<br />STA
<br />EKLA- GRAND-
<br />COM- VATION LAR
<br />MON FOR
<br />BACK
<br />EXC. STRUC- FILL
<br />TURES
<br />CON.
<br />CRETE
<br />MASON-
<br />Ry
<br />BAR
<br />STEEL
<br />REINF.
<br />STRUCT-
<br />URAL
<br />CARBON
<br />STEEL
<br />TREATED
<br />TR'T'D UNTR'D TIMBER
<br />SHEET SHEET LUMBER TIMBER FLOOR RIP -
<br />PILING
<br />LEAD ZINC AND TEST DRAINS RAD
<br />TIMBER PILING DELI V- ORIV-
<br />ERED EN
<br />61421
<br />20601
<br />62505 62701 62901
<br />50201
<br />50501
<br />50601
<br />50605 50614 50621 50801
<br />50810 50813
<br />511C1 51102 51IC3, 51104
<br />51110 51115
<br />51330 51331
<br />51401
<br />51426
<br />60404
<br />EACH
<br />EACH
<br />EACH
<br />EACH EACH
<br />EACH
<br />EACH EACH
<br />EACH
<br />EACH
<br />C.Y.
<br />C.Y. I
<br />C.Y.
<br />LB.
<br />L8.
<br />LB. LB. SO. FT.
<br />L.S.
<br />LI N. FT LIN. FT.
<br />L.S. L.S. L.S. L.S.
<br />LIN. FT. LIN. FT. LI N. FT LI N. FT. EACH
<br />LIN. FL
<br />SO. TO
<br />L.S
<br />C.Y. C.Y. C.Y.
<br />C.Y.
<br />LB.
<br />LB,
<br />LB. LB. M.B.M. L.S.
<br />LIN, FT. LIN. FT. EACH CY.
<br />I U B-13- 204
<br />325
<br />546.2 86,340
<br />144,290 605C 209 26
<br />1
<br />1875 1875
<br />389
<br />345
<br />1 U
<br />72 348 64 160
<br />6
<br />1 2
<br />90 0
<br />1 0
<br />10,130 6085
<br />1230 0
<br />872 276 312 0 16
<br />0
<br />1
<br />IU B-13-205
<br />300
<br />7
<br />550.4
<br />76,060 140,890183
<br />25
<br />11
<br />0 0
<br />1
<br />1850 1850
<br />395
<br />0
<br />12 3
<br />285
<br />2020
<br />162
<br />10
<br />4
<br />10,000 33,000 5200 52
<br />510'
<br />I U
<br />I x I x
<br />1980 12ON
<br />556 156 686"
<br />2
<br />3"
<br />2
<br />3
<br />15 "
<br />1 U B-13-224
<br />420
<br />221.0
<br />18,660
<br />1
<br />1110 1110
<br />108
<br />ZU
<br />102 82 O 0
<br />3
<br />0 0
<br />0 148
<br />0 0
<br />4100 1655.
<br />4360 110
<br />$56 202 56 426 106
<br />566
<br />0
<br />1
<br />0
<br />6
<br />2
<br />0
<br />1 1
<br />8
<br />4 1
<br />0
<br />10
<br />6
<br />2U B-13-206
<br />115
<br />3
<br />278.1
<br />50,030 82,400
<br />1600 130 18
<br />0
<br />0
<br />1
<br />1600 1600
<br />322
<br />1
<br />16
<br />328
<br />2U B-13-211
<br />115
<br />278.1
<br />50 030
<br />82 400
<br />P46001 130 1 is
<br />I
<br />1600 1600 322
<br />1
<br />16
<br />328
<br />1275
<br />1875.8 281 120
<br />9980
<br />W40 652 87I
<br />i 110 III 0
<br />I I 1 I
<br />6925 6925
<br />644 892
<br />2
<br />1 32
<br />1286
<br />YC
<br />NO
<br />RUBBLE CULVERT PIPE, CLASS 111
<br />MASONRY
<br />_ _
<br />ARF -Y 12 IB 24• 42"
<br />APRON ENDWALLS
<br />FOR
<br />CULVERT PIPE
<br />18" 24• 42•
<br />CORRUGATED
<br />METAL
<br />CULVERT PIPE
<br />12" 30"
<br />REINF. CONC.
<br />APRON END-
<br />WALLS FOR
<br />CULVERT PIPE
<br />18" 27•
<br />CONCRETE
<br />CURB CURB
<br />AND AND SIDE- SIDE-
<br />UTTER GUTTER WALK WALK
<br />30" 30•
<br />TYPE "A TYPE "D" 5. 7•
<br />REINF. CONC. PIPE, CLASS
<br />STORM SEWER
<br />_
<br />12 t5" IB" 24" 27
<br />30"
<br />ADJ
<br />CATCH
<br />SIN
<br />CO
<br />CATCH
<br />TYPE TYPE
<br />1 2
<br />BASINS
<br />TYPE
<br />S
<br />TYPE
<br />SP 5
<br />TYPE
<br />2
<br />INLETS
<br />TYPE TYPE
<br />8 9
<br />TYPE
<br />3
<br />N_ CATCH BASIN
<br />STR UCT COVERS
<br />ING
<br />MAN_DRAIN
<br />TYPE TYPE TYPE
<br />HOLES
<br />C D H
<br />MANHOLE INLET
<br />COVERS COVERS
<br />TYPE TYPE TYPE
<br />J �RECT.
<br />%58 H R
<br />TYPE
<br />MS
<br />PIPE STEEL AND
<br />UNDER PLATE MARK ARK
<br />BEAM ER REF
<br />MOND•
<br />C. M.P
<br />6• GUARD ENTS
<br />TOP-
<br />SOIL
<br />AGED STRAW FER71- SEED-
<br />TOPSOIL MULCH LIZER ING
<br />-
<br />SOD -
<br />DINO
<br />52001 52003 52005 52010 52061
<br />52063 52068 52103 52109 52261 522641
<br />60123 60t33 1
<br />60205 60207 160825 60826 60827 60829 60830 60831
<br />61181_61101
<br />61102 61105 90002 61122
<br />61123 61124
<br />61125 61128 61133
<br />61134 61137 E1151
<br />_90003 61167 61169 61171
<br />61201
<br />61410
<br />61421
<br />62101 62501
<br />62505 62701 62901
<br />3001
<br />3101
<br />C.T. C.Y. UNFT LIN.FT. UNFT LIN.FT.
<br />EACH
<br />EACH EACH LIN.FT. LiNFZ
<br />EACH EACH
<br />LIN. FT LIN.FT, SO.FT. SOFT LIN.FT. LIN.FT. LIN.FT. LIRFT UN.FT.
<br />LIN.FT. EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH EACH
<br />EACH
<br />EACH EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH EACH
<br />EACH LIN. FT. LIN. FT. EACH EACH SQYD.
<br />SO.YD. SO.YD. CWT.
<br />SO.Y0. SOYA
<br />1 U
<br />72 348 64 160
<br />6
<br />1 2
<br />90 0
<br />1 0
<br />10,130 6085
<br />1230 0
<br />872 276 312 0 16
<br />0
<br />1
<br />0
<br />1
<br />7
<br />2
<br />3
<br />8 0
<br />11
<br />0 0
<br />i
<br />11
<br />. 0
<br />0
<br />12 3
<br />8
<br />2020
<br />162
<br />10
<br />4
<br />10,000 33,000 5200 52
<br />510'
<br />I U
<br />I x I x
<br />1980 12ON
<br />556 156 686"
<br />2
<br />3"
<br />2
<br />3
<br />15 "
<br />1"
<br />ZU
<br />102 82 O 0
<br />3
<br />0 0
<br />0 148
<br />0 0
<br />4100 1655.
<br />4360 110
<br />$56 202 56 426 106
<br />566
<br />0
<br />1
<br />0
<br />6
<br />2
<br />0
<br />1 1
<br />8
<br />4 1
<br />0
<br />10
<br />6
<br />0
<br />8 0
<br />3
<br />0
<br />699
<br />2
<br />0
<br />0
<br />23,000 8130 30
<br />490
<br />174 430 64 160
<br />9
<br />I 2
<br />90 148
<br />2 I -
<br />14,230 7740
<br />7570 230
<br />1428566
<br />gg.2 808
<br />1
<br />3
<br />1
<br />16
<br />4
<br />3
<br />9 1
<br />19
<br />4 1
<br />3
<br />24
<br />21
<br />1
<br />20 3
<br />I I
<br />2020
<br />861
<br />12
<br />4
<br />10,00056,00013,3301
<br />82
<br />1000
<br />X NON -PARTICIPATING
<br />
|