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ESTI-
<br />MATE
<br />OF QUANTITIES GRADING,BALLAST aSTRUCTURE CONTRACT N.1
<br />M BASE CONTRACT N0.2
<br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN - EDITION OF 1957
<br />APPROVED Ail6r9,1957 ANn SPFrIAI PRnv1SInNC Ac ATTArLICn Tn DoncnCAI C
<br />6. P R.
<br />MASONRI
<br />SEC
<br />idFw!
<br />%
<br />SHEET
<br />YOTAL
<br />BRIDGES (STRUCTURES OVER
<br />PROJECT
<br />No.
<br />SHEETS
<br />(DIVISION
<br />L
<br />8 025713,
<br />3
<br />/
<br />11+00-475+59.4 4 08.5 187-i -- ISO1254,2281
<br />_' 310 249 254,228 3 792 63,8 1 20 84,2 149 -
<br />(I) In (S 1 1 r) 71 1 1 �(I)
<br />MASONRI
<br />SEC
<br />idFw!
<br />%
<br />RUBBLE
<br />PAVING
<br />BRIDGES (STRUCTURES OVER
<br />REMOVING
<br />REMOVING
<br />SEMOV- now,
<br />IN.F:�:�UA.FL�
<br />EXCAVATION
<br />IIA 30 0 O 0- 0 1 0 0 0 0 0
<br />O
<br />CULVERTS
<br />GRAVEL OR
<br />88
<br />EXT E
<br />SEC OLD
<br />SRIDGE
<br />STA.
<br />E
<br />NO 4+bSA
<br />EXCA-
<br />COM- NATION SANG
<br />MON FOR AVEL
<br />EXC. STRUC- FILL
<br />TURES
<br />CON'
<br />CRETE
<br />MASON-
<br />RY
<br />BAR
<br />STEEL
<br />REINF
<br />STRUC•
<br />TURAL
<br />STEEL
<br />AR TR'YO UNTR'D
<br />STEEL
<br />STEEL SHEET SHEET LUMBERTIMBERPILING
<br />. CAST-
<br />FORG' LEAD ZINC AND TEST
<br />IN6S
<br />INOS TIMBE PILIN.
<br />SINGLE
<br />EMO
<br />OLD
<br />CULV'T
<br />STA.
<br />COM-
<br />MON
<br />EXC.
<br />EXCA-
<br />ATION SAND
<br />FOR RAVE
<br />STRUC- FILL
<br />TURES
<br />CON-
<br />CRETE
<br />MASON-
<br />RY
<br />.
<br />NET
<br />TREATED
<br />AR BON TR'T'D UNTR'0 TIMBER
<br />STEEL
<br />STEEL SHEET SHEET LUMBE TIMBER PILING FLOOR RIP-
<br />CAST-
<br />FOR.- LEAD ZINC AND TEST DRAINS RAP
<br />IN.S DELIY- ORIY-
<br />1NGS TIMBERPILING
<br />! ERED EN
<br />_ I
<br />7
<br />OLD
<br />OLD
<br />IMG IMG
<br />2407-
<br />2407-3 2407-4 2407-9 2407-112409-2 2501-1
<br />2501-2 2501-3 2501-4 2501-5 2507.1 2512-1
<br />GRAM-
<br />CONCRETE
<br />CRUSHED STOW:
<br />CONCRETE
<br />2407-3 2407-4 2407-9 2407-11 2408-2 2501-1 2501-4 2501-5 2507-1 2512-1
<br />CCM-
<br />I. S.
<br />PREP
<br />{ITUY.
<br />L8.
<br />AGGREGATE
<br />81TVM
<br />LOAD HAUL
<br />L.S.
<br />C. Y.
<br />STATION
<br />LENGTH
<br />LB.
<br />I.S.
<br />CVLVERT
<br />BRIDGE
<br />CONC. CURS
<br />I M
<br />400
<br />-
<br />YLAR SHOUL- FIN- OSLIT-
<br />SASE COURSE
<br />DRIVE MAY
<br />CON-
<br />CC
<br />CONCRETE
<br />RGAO-
<br />MAT
<br />B1TUM.
<br />MAY
<br />AND PUCE
<br />SEC.TO
<br />OF
<br />, ;-_EARiNG GRUBBING
<br />SIDE S
<br />FINE DER ISNING RATIN
<br />SUSS EMBANK-
<br />SASE
<br />CRETE
<br />5iiR'
<br />PAVEMENT
<br />SED
<br />FOR
<br />ROAD
<br />BITUM.
<br />FOR
<br />STATION
<br />CENTER
<br />STA.
<br />STA.
<br />4UTTER
<br />UNCL.
<br />ROCK MARSH
<br />BORROW
<br />GRADING ROAD- OLD
<br />SASE
<br />OURSE
<br />MEAD-
<br />FACE
<br />REINF.
<br />FOR
<br />PRIME
<br />MIX
<br />SURF4CEi
<br />BASE
<br />LINE
<br />-
<br />WALR
<br />MENT WAY ROAD
<br />ERS
<br />61TUY.
<br />SUkFACE
<br />NO
<br />•
<br />COURSE
<br />DRAINS
<br />SURF
<br />COAT
<br />SURFACE
<br />COURSE.
<br />COURSE
<br />ITEM NO.
<br />2i01-1
<br />2101-3 2101-0 2101-6
<br />2104-1
<br />2104-21
<br />1 2103-9 2103-5
<br />2106-S
<br />2106-2 2106-4
<br />2109-1
<br />1 2201`1 2112-1 2113-1 2114-1 2116-1
<br />2201-1
<br />1 2203-1
<br />2301-7 2301-
<br />2301.5
<br />2301-8
<br />2301-7
<br />2310-1
<br />2311-1 1
<br />2313-1
<br />2319-t
<br />2319-E
<br />S.P - -
<br />- -
<br />UNIT
<br />LIN. FT.
<br />1 STA.
<br />ACRE STA. ACRE
<br />LS
<br />L.S.
<br />$0. T09. LIN. FT.
<br />C.Y.
<br />C.Y. CY.
<br />C.Y
<br />CY C.Y C.Y L.S. STA.
<br />SO.YD.
<br />TON
<br />SO, YD. SG YD,
<br />SO. YO.
<br />C.Y
<br />SO. TO.
<br />STA.
<br />SO.YO.
<br />TON
<br />TON
<br />ZOR
<br />IM
<br />f--
<br />11+00- 28+69.8
<br />89.5
<br />11
<br />9
<br />310 249
<br />31826
<br />2,300 .03 0
<br />3.200
<br />9
<br />-_
<br />- - -
<br />12R
<br />25+89.5-475+59.4
<br />44.819.61176-
<br />lel
<br />0 O
<br />250,402
<br />3,792
<br />61,550 .97 20
<br />81,000
<br />140
<br />-'
<br />11+00-475+59.4 4 08.5 187-i -- ISO1254,2281
<br />_' 310 249 254,228 3 792 63,8 1 20 84,2 149 -
<br />(I) In (S 1 1 r) 71 1 1 �(I)
<br />RUBBLE --- CULVERT PIPE _-------�-----_-
<br />MASONRI
<br />SEC
<br />idFw!
<br />%
<br />RUBBLE
<br />PAVING
<br />BRIDGES (STRUCTURES OVER
<br />20FT. SPAN)
<br />wit►
<br />„ o
<br />o 0 1-i
<br />-2I
<br />C.Y. C.Y. LIN. FT LIN FT LIN. FT LIN.FT LIN. FT LIN. FT LIN, FT ..!h FT uN.F T! LIN
<br />_ .1.
<br />IN.F:�:�UA.FL�
<br />-.1
<br />IIA 30 0 O 0- 0 1 0 0 0 0 0
<br />O
<br />CULVERTS
<br />(STRUCTURES 20FT. SPAN & UNDER)
<br />88
<br />EXT E
<br />SEC OLD
<br />SRIDGE
<br />STA.
<br />E
<br />NO 4+bSA
<br />EXCA-
<br />COM- NATION SANG
<br />MON FOR AVEL
<br />EXC. STRUC- FILL
<br />TURES
<br />CON'
<br />CRETE
<br />MASON-
<br />RY
<br />BAR
<br />STEEL
<br />REINF
<br />STRUC•
<br />TURAL
<br />STEEL
<br />AR TR'YO UNTR'D
<br />STEEL
<br />STEEL SHEET SHEET LUMBERTIMBERPILING
<br />. CAST-
<br />FORG' LEAD ZINC AND TEST
<br />IN6S
<br />INOS TIMBE PILIN.
<br />UNTREATED TREATED
<br />TIMBER TIMBER
<br />PILING FLOOR RIP-
<br />DRAIN RAP
<br />DELIV- ORtV` DEUV- DRIV-
<br />EKED $N EKED EN
<br />EMO
<br />OLD
<br />CULV'T
<br />STA.
<br />COM-
<br />MON
<br />EXC.
<br />EXCA-
<br />ATION SAND
<br />FOR RAVE
<br />STRUC- FILL
<br />TURES
<br />CON-
<br />CRETE
<br />MASON-
<br />RY
<br />BAR
<br />STEEL
<br />REINF.
<br />STROCT-
<br />URAL
<br />STEEL
<br />TREATED
<br />AR BON TR'T'D UNTR'0 TIMBER
<br />STEEL
<br />STEEL SHEET SHEET LUMBE TIMBER PILING FLOOR RIP-
<br />CAST-
<br />FOR.- LEAD ZINC AND TEST DRAINS RAP
<br />IN.S DELIY- ORIY-
<br />1NGS TIMBERPILING
<br />! ERED EN
<br />_ I
<br />7
<br />2104'21 2106-1 2107-1 2110-1
<br />2401-1
<br />2406-1
<br />2407-
<br />2407-3 2407-4 2407-9 2407-112409-2 2501-1
<br />2501-2 2501-3 2501-4 2501-5 2507.1 2512-1
<br />2104-1 2106-1 2107-2 2110-1
<br />2404-1
<br />2406-3
<br />2407-
<br />2407-3 2407-4 2407-9 2407-11 2408-2 2501-1 2501-4 2501-5 2507-1 2512-1
<br />, 50 YDSO YD
<br />1— -- + _ _+--.
<br />2
<br />I. S.
<br />C C. Y. C.Y.
<br />C. Y.
<br />L8.
<br />LB.
<br />L8. LB. L9. LB. M.B.M. L. S.
<br />LIN.FT LIN.FT. LIN.FT. LIN. FT. EACH C.Y.
<br />L.S.
<br />C. Y.
<br />C. Y. C. Y.
<br />C Y,
<br />LB.
<br />I.S.
<br />LB. LB. L8.
<br />LB. M.B M. L, S. LIN FT LIN.FT. EACH C.Y.
<br />_-
<br />I M
<br />400
<br />183.2 I6.WO
<br />400183.2
<br />16 800
<br />RUBBLE --- CULVERT PIPE _-------�-----_-
<br />MASONRI
<br />SEC
<br />idFw!
<br />%
<br />RUBBLE
<br />PAVING
<br />! 0;x A:
<br />RYDRY u' E4' so• 36• 4E• 49• �K a Z . 4
<br />NO. a a • , j 1- u
<br />1. a ti w
<br />2409 -2;;W -3T411-1 2411-2 2411-D 2411-4 2411-3 2411-8 241:-61 240 31 241-11= 41[-31
<br />XM
<br />i
<br />' �
<br />241L 341,141E
<br />wit►
<br />„ o
<br />o 0 1-i
<br />-2I
<br />C.Y. C.Y. LIN. FT LIN FT LIN. FT LIN.FT LIN. FT LIN. FT LIN, FT ..!h FT uN.F T! LIN
<br />_ .1.
<br />IN.F:�:�UA.FL�
<br />-.1
<br />IIA 30 0 O 0- 0 1 0 0 0 0 0
<br />O
<br />G
<br />1 1
<br />R 130 938 84 496 50 12605 104 36 � 76 26
<br />88
<br />66�
<br />POSTS
<br />PLAIN GRO'T'O
<br />CORP 4N0
<br />TVPE UTT�
<br />,ALK
<br />CABLE
<br />3 6YAR0,
<br />FOR
<br />CABLE
<br />I
<br />oM
<br />w
<br />12ER I POSTS
<br />TREATMENT 401L
<br />,J, TY,OPE
<br />2521-1 Zi21-I12522'I
<br />{•
<br />iCABLE _
<br />225.3112523.3'2523.72523-92523.6
<br />HOLE
<br />COVER
<br />X412
<br />125!5
<br />_--
<br />I 2515-2
<br />1_-.
<br />25 6-
<br />Iso 958 04 486 80 260 104 ` 56 76
<br />257.1 2519- 25!9-
<br />_-
<br />CONCPETE
<br />RUBBLE
<br />PAVING
<br />DITCH
<br />CHECKS
<br />PIPE STORM
<br />DRAIN
<br />GRAIN
<br />-SEWER CATCH
<br />BASINS MANHOLES -
<br />ADJUS,
<br /><l,R1PRAP
<br />STEEL STEEL
<br />NCMOR
<br />TINSMANI
<br />SIDE
<br />PLATE
<br />BEAM
<br />AGES
<br />4►
<br />POSTS
<br />PLAIN GRO'T'O
<br />CORP 4N0
<br />TVPE UTT�
<br />,ALK
<br />CABLE
<br />3 6YAR0,
<br />FOR
<br />CABLE
<br />I
<br />oM
<br />w
<br />12ER I POSTS
<br />TREATMENT 401L
<br />,J, TY,OPE
<br />2521-1 Zi21-I12522'I
<br />{•
<br />iCABLE _
<br />225.3112523.3'2523.72523-92523.6
<br />HOLE
<br />COVER
<br />X412
<br />125!5
<br />_--
<br />I 2515-2
<br />1_-.
<br />25 6-
<br />25 6-
<br />_
<br />257.1 2519- 25!9-
<br />_-
<br />2519-
<br />2519- 2520-
<br />--
<br />2520- 2520 2520- 2520'
<br />LIN FT
<br />1.
<br />0
<br />, 50 YDSO YD
<br />1— -- + _ _+--.
<br />2
<br />f V UN FT LIN FT.+LIN. FT. LIN. FY,
<br />-..' -
<br />1
<br />FT EAC -1
<br />EACH EACH ' EACH EAC H
<br />--
<br />60
<br />321 - --
<br />-- -- --L-
<br />13 ,- 86
<br />1
<br />-O --
<br />CONCPETE
<br />GUANO FENCE
<br />MARK-
<br />ER
<br />CALCIUM SAL
<br />FER- MARK-
<br />i
<br />30
<br />STEEL STEEL
<br />NCMOR
<br />SIDE
<br />PLATE
<br />BEAM
<br />AGES
<br />ER
<br />POSTS
<br />CHLORIDE TOP- VAGED SOD'
<br />SURFACE SOIL TOP- TIL- SEEDING DINQ ER
<br />CORP 4N0
<br />TVPE UTT�
<br />,ALK
<br />CABLE
<br />3 6YAR0,
<br />FOR
<br />CABLE
<br />POSTS
<br />FOR
<br />R -O -W
<br />12ER I POSTS
<br />TREATMENT 401L
<br />,J, TY,OPE
<br />2521-1 Zi21-I12522'I
<br />{•
<br />iCABLE _
<br />225.3112523.3'2523.72523-92523.6
<br />2525-1 2526-1 2528-2 2531-1 2532-1 2533.1252};
<br />LIN. FT ILIN.FT.
<br />SOFT
<br />"`1N. FTILIN Ff
<br />EACH
<br />EACH
<br />EACH
<br />TON SO. YD. CWT SO. YO SO. Yp. EACH
<br />-4:_
<br />o 1--153
<br />21192
<br />--.__.
<br />748 0
<br />}�._
<br />3 1 1
<br />- ..
<br />14
<br />.--.
<br />-- 100 11 12.300 0 0
<br />31- 0
<br />1 0 !2324.
<br />244--
<br />13 ,- 86
<br />302
<br />-.
<br />-- 279 0 415 459,000 3080 74.
<br />60 323 , --.-� 5 -�-` 31 IS3 249 307 24487
<br />46--
<br />-
<br />_��
<br />,
<br />ci
<br />
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