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ESTIMATE OF QUANTITIES GRADING 6 STRUCTURE CONTRACT 1 rR' 1001 _1 N <br />7G7t� <br />BASE ANO AGO FOR a1r ROADWX OWx SUR CONTRACT 2 IMOJECT Nq 6MEET6 <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 1963 e1r R0AaM1x SURFACE coNTRACT 3 4 S0094(s1 3 �� <br />APPROVED OCTOBER 16, 1963, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 214 14AII, ANn CDC(un <br />`IAI 00nVICIAMC AC ATTArrTn TJ�^.^QAF O f I <br />ND <br />irITWEF <br />TO <br />STATsON <br />NET <br />LEN6TM <br />OF <br />CENTER <br />LINE <br />CLt**iNG <br />GRUWING <br />REM(hFINO <br />OLO <br />CULVERT <br />' <br />ktMOV t MOV EMDY- A6 t%o <br />IND iNO �Nn ENO OgtiiNG"" <br />ALO RIPE- W3OM" EI11L O- 4"E 1..1:6 <br />IDLE W14T RT INO <br />'ATA STA <br />24+40 gm <br />COMMON <br />EXCAVATION <br />NOCYL 1AAR6N <br />txORRO'R <br />ERAFpp <br />LAR <br />Wx- <br />FILL <br />TEST <br />MOLL <br />MI6 <br />1M1V <br />1f0iW <br />DATION <br />MR <br />GMANU• <br />LAR <br />luesm <br />COURSE <br />YIN" <br />13N/NG <br />ROAD- <br />oY <br />PROJ <br />D6UT` <br />EMATUq <br />OIs) <br />RAO <br />FtE40 <br />OFFICE <br />FIEIq <br />OFFICE <br />GRAVEL OR <br />C 6206E LYIU$ <br />R6E E <br />C.. <br />INC 6 <br />STOCK- <br />LiNd <br />"AULtN6 ! <br />ftACIN'SGRAVEL OR <br />CRUSHED 6TONE <br />616E <br />COURSE <br />MMi6T <br />FOR <br />PRIME <br />COAT <br />91TUM6iL1s1f <br />FIOAONsA <br />SUII7ACE <br />MATS <br />FOR <br />6UMAM <br />COURSE <br />AOO1►EC1t TE6 <br />61T1AMINOVi <br />p A <br />O OMIE <br />SURFACE <br />CRETE <br />DRIVE" <br />4RY <br />CRETE <br />HERO" <br />ER <br />CRM /TETE <br />1KlM' Rly`MEpT <br />ACE RE11K <br />ORYW <br />BAR <br />S7F'Fe <br />REINF <br />STRUC_. <br />TURAL <br />CARBON <br />STEEL <br />ITEM NO <br />BEAR• <br />LNG <br />PADS <br />Moll ZWO2 <br />206" 20106 <br />20301 <br />141 <br />20401 20406 20416 20444 <br />1 <br />20682 20603 <br />SLOPE <br />PAVING <br />CON- <br />CRETE <br />low <br />t10W <br />211 <br />212q <br />2130'3 <br />11404 <br />S000t <br />60001 <br />30405 30411 <br />30416 <br />401!0 <br />40401 <br />40403 <br />40407 <br />40531 <br />4061 <br />4D634 40M <br />1 <br />UNIT <br />0+0* - 200+94 4 <br />LN4Fr <br />20.551 36 <br />STA IN OFA <br />40 <br />SBA INDIA <br />49 <br />LS <br />LS <br />i <br />$v CY LLS EACH <br />32 a2 1 1 <br />CY <br />125.700* <br />CY CV <br />9$,794 <br />CY <br />7 300 <br />CY <br />LS <br />LA <br />20901 <br />LS <br />1 <br />STI <br />42 <br />LS <br />1 <br />L6 <br />TON TON <br />C.Y. <br />6060 <br />6Y <br />GAL <br />TON <br />SY <br />6Y <br />CY SY <br />LB <br />LB LB <br />SF <br />MBM LS <br />LF L.F <br />LF if <br />LS <br />LF LF <br />LF <br />EACH EACH <br />L.F <br />IF <br />GY <br />LS <br />CY <br />CY <br />CY <br />LB, <br />LB <br />MRM LS <br />LF L.F <br />EACH <br />CY <br />1 <br />488 <br />237 <br />38,640 <br />C - 13 - 81 <br />2 <br />0+00 - 205 + 94.4 <br />20,551.36 <br />2 <br />t <br />42,900 3.100 <br />7.400 <br />38 <br />18 <br />43 <br />3 Ij3,948.5+ <br />3 <br />0 + 00 - 205 + 94 4 <br />20, 541.3$ <br />2,070 <br />52, 700 <br />66,600 <br />i <br />122 <br />1 <br />7130 <br />1 <br />746 56 102 <br />1 I 1 <br />128 <br />1 <br />P2 33 1 2 <br />I I I I <br />204 <br />, <br />10 84 Cd <br />I . I <br />60 <br />2 I 2 <br />30 <br />R INCLUDES 1,367 C Y E 0 S <br />— <br />,948.5 <br />�_ <br />-` <br />-� <br />` <br />18 43 193 38 1- 38 ` 152 16 9,000 <br />7700 <br />4$ <br />m <br />4 <br />n <br />I <br />32 $2 I I <br />125,700 <br />9$,794TOTALS <br />7,300 <br />r, <br />T- <br />1 <br />42 <br />1 <br />1 <br />2,900 3.100 <br />_ <br />2,070 <br />S2,T00 <br />8$,600 <br />7,40 <br />ON <br />NO. <br />MOR- <br />TAR <br />RUB- <br />BLE <br />BLE <br />S <br />.. <br />16 <br />CULVERT PIPE <br />CLASS aL <br />24� 30 60' <br />CLASS <br />36" <br />APRON ENOWALLS FOR. <br />CULVERT PIPE <br />IB" 24 30" 36" <br />PIPE <br />CATTLE <br />PASS <br />BRIDGES <br />(STRUCTURES <br />OVER ;;FT <br />SPAN) <br />SLOPE <br />PAVING <br />DITCH <br />CHECKS <br />Nod <br />STORM SEWER <br />HEAVY <br />NERVY <br />RIP- <br />RAp <br />v v t;/ <br />CATCH <br />CATCH MAN- INLETS BASINS MANHOLES INLET <br />BASINS HOLES COVERS COVERS <br />COVERS STEEL <br />PLATE <br />BEAM <br />TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE GUARD <br />ANCHOR,IUM <br />AGES <br />FOR <br />STEEL <br />PLATE <br />BEAM <br />GUARD <br />MARK- <br />ER <br />STS <br />CALC- <br />MARK -LAND- <br />CHLOR- MARK <br />ER IDE REFER- <br />POSTS <br />SURF- ENCS <br />FOR ACE MONO <br />R -O -W TREAT- MENT <br />MENT <br />W < <br />FERTILIZER <br />CULVERTS <br />llyz <br />(STRUCTURES <br />20 FT. SPAN BI <br />UNDER) <br />REMOVE EXCA- <br />CONORASU. <br />OLD VATION <br />BRID6E RU <br />'F` ST C- <br />NO TURES <br />CON- <br />LAR CRETE <br />BACK- MASON- <br />FILL RY <br />PRESTRESSED <br />GIRDER <br />BAR <br />S7F'Fe <br />REINF <br />STRUC_. <br />TURAL <br />CARBON <br />STEEL <br />LUBRI- <br />CATEO SHEET <br />BRONZE Z, NC <br />PLATES <br />BEAR• <br />LNG <br />PADS <br />TR'T'D UNTRD <br />IUMBE TIMBER <br />4N0 TEST <br />TIMBER PILING <br />UNTREATED TREATED <br />TIMBER TIMBER <br />PILING PILING <br />V- <br />OEUv- DRIV- DEuv-FEN <br />ERED EN EREO <br />CA$Y <br />PLACE <br />CONC <br />TEST <br />PILING <br />CAST -IN-PLACE <br />CONCRETE <br />PILING <br />DELI DRIV- <br />ERE EN <br />RAIL. ' <br />MIG <br />fL00R <br />DRAINS <br />TYPE TYPE <br />GOWN- <br />SPOUT <br />6" <br />SLOPE <br />PAVING <br />CON- <br />CRETE <br />NIP- <br />RAP <br />REMOVE <br />OLD <br />CUIV'T <br />STA <br />EXCA- <br />GRANU• <br />VATION <br />LAR <br />FOR BACK <br />STRUO <br />TURES FILL <br />CON- <br />CRETE <br />MASON <br />RY <br />BAN <br />STEEL <br />REINf <br />ST RUCT <br />URAL <br />CARBON <br />STEEL <br />TR'T'0 VNTRQ <br />LUMBER TIMBER <br />AND TEST <br />TIMBER ACING <br />TREATED <br />TINKER <br />PILING <br />OELIV- OAIV- <br />FRED EN <br />FLOOR <br />DRAINS <br />TYPE <br />RIP- <br />RAP <br />20351 <br />20601 <br />20901 <br />;0201 <br />503 503 <br />50501 <br />50601 <br />50614 $0616 <br />5062 <br />".0702 50601 <br />50810 30813 <br />50816 50820 <br />51001 <br />$1010 14015 <br />513 <br />5140 5140 <br />51426 <br />60404 <br />8060 <br />20301 <br />20602 <br />20901 <br />50401 <br />50502 <br />50601 <br />50702 50001 <br />501316 501320 <br />SI40 <br />6060 <br />L <br />CY <br />CY <br />CY <br />LF LF <br />LB <br />LB <br />LB LB <br />SF <br />MBM LS <br />LF L.F <br />LF if <br />LS <br />LF LF <br />LF <br />EACH EACH <br />L.F <br />IF <br />GY <br />LS <br />CY <br />CY <br />CY <br />LB, <br />LB <br />MRM LS <br />LF L.F <br />EACH <br />CY <br />1 <br />488 <br />237 <br />38,640 <br />C - 13 - 81 <br />2 <br />38 <br />18 <br />43 <br />3 Ij3,948.5+ <br />i <br />122 <br />1 <br />7130 <br />1 <br />746 56 102 <br />1 I 1 <br />128 <br />1 <br />P2 33 1 2 <br />I I I I <br />204 <br />, <br />10 84 Cd <br />I . I <br />60 <br />2 I 2 <br />30 <br />— <br />,948.5 <br />�_ <br />-` <br />-� <br />` <br />18 43 193 38 1- 38 ` 152 16 9,000 <br />7700 <br />I <br />T- <br />488 <br />237 <br />38,640 <br />ON <br />NO. <br />MOR- <br />TAR <br />RUB- <br />BLE <br />BLE <br />S <br />.. <br />16 <br />CULVERT PIPE <br />CLASS aL <br />24� 30 60' <br />CLASS <br />36" <br />APRON ENOWALLS FOR. <br />CULVERT PIPE <br />IB" 24 30" 36" <br />PIPE <br />CATTLE <br />PASS <br />R, METAL CULVERT PIPE <br />I8" 24" 36" 72" <br />METAL APRON <br />ENOWAILS FOR <br />CULVERT PIPE <br />18" 24° 36" <br />TRUC- <br />TURAL <br />PIPE <br />ARCM <br />12'4"X <br />7'9° <br />CONCRETE <br />CURB <br />SIDE <br />CURB AND WALK <br />GUTTER <br />SLOPE <br />PAVING <br />DITCH <br />CHECKS <br />RIP- <br />�'P <br />STORM SEWER <br />HEAVY <br />NERVY <br />RIP- <br />RAp <br />v v t;/ <br />CATCH <br />CATCH MAN- INLETS BASINS MANHOLES INLET <br />BASINS HOLES COVERS COVERS <br />COVERS STEEL <br />PLATE <br />BEAM <br />TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE GUARD <br />ANCHOR,IUM <br />AGES <br />FOR <br />STEEL <br />PLATE <br />BEAM <br />GUARD <br />MARK- <br />ER <br />STS <br />CALC- <br />MARK -LAND- <br />CHLOR- MARK <br />ER IDE REFER- <br />POSTS <br />SURF- ENCS <br />FOR ACE MONO <br />R -O -W TREAT- MENT <br />MENT <br />SAL - <br />vAGED <br />TOP- <br />SOIL <br />FERTILIZER <br />SE EDINB <br />SOD - <br />DING <br />511301 <br />2003 52005 52007 32013 <br />32029 52081 32083 52085 32067 52073 32105 52107 52111— <br />52117 <br />52145 52147 52151 <br />90002 <br />6010 601 6020 <br />6040 1 6050 <br />160601 <br />60602 60 60 60 60 <br />60 16110 6110 16111 6111 6112 6112 6113 6113 6115 6115 6116 6116 <br />61410 <br />61412 1 <br />61421 <br />61422 <br />62301 <br />62101 1 <br />62505 <br />62901 <br />83001 <br />63101 <br />CY <br />L.F. <br />L.F LF L.F <br />L.F <br />EACH EACH EACH EACH <br />LT <br />L.F LF L.F. <br />L.F. <br />EACH EACH EACH <br />L.F. <br />LF LF SIF <br />S.F C.Y <br />CA <br />CA LF L.F L.F L.F <br />LF. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH <br />L.F <br />EACH <br />EACH <br />EACH <br />TON <br />EACH <br />S.V. <br />CWT. <br />S.Y. <br />S.Y. <br />t <br />122 <br />780 <br />746 56 102 <br />128 1 <br />32 33 1 2 <br />1 204 <br />10 84 88 <br />60 <br />2 1 2 <br />30 <br />193 <br />I <br />138,000 <br />152 <br />169, <br />700 <br />2 <br />38 <br />18 <br />43 <br />3 Ij3,948.5+ <br />i <br />122 <br />1 <br />7130 <br />1 <br />746 56 102 <br />1 I 1 <br />128 <br />1 <br />P2 33 1 2 <br />I I I I <br />204 <br />, <br />10 84 Cd <br />I . I <br />60 <br />2 I 2 <br />30 <br />— <br />,948.5 <br />�_ <br />-` <br />-� <br />` <br />18 43 193 38 1- 38 ` 152 16 9,000 <br />7700 <br />