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ESTI MATE <br />GRAINNG,SUBBASE, AND STRUCTURES CONTRACT I <br />SHEET <br />OF QUANTITIES <br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION <br />BASE AND .AGG_ FOR BIT. ROAD M*Df SURFACE' CONTRACT _ 2 REGION PROJER SHEENS <br />OF THE STATE HIGHWAY COMMISSION OF WISCONSIN— EDITION OF 1963 -4 50256(4) 3 /23 <br />APPROVED OCTOBER 16,1963, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 29,1963 AND <br />SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS- SIT ROAD MIX SURFACE CONTRACT 3 <br />r <br />NET <br />©METAL <br />REMOVING <br />OLD <br />REMOVING <br />OLD <br />REMOV- <br />ING <br />ND- flNISH- <br />OVER 2OFT. SPAN) <br />® <br />SEWER������ <br />r <br />as <br />��' <br />- <br />CULVERTS <br />(STRUCTURES <br />20FT SPAN EI <br />GRAVEL OR <br />NAUUNG <br />REMOVE EXCA- <br />mm.OLD VATlON <br />SID SFOR <br />BRIDGE FOR <br />NO TURES <br />6RA CON <br />LAR CRETE <br />BACK- MASON- <br />FILL RY <br />PRESTRESSED, <br />GIRDER <br />- <br />BAR. <br />STEEL <br />REINF. <br />STRUC- <br />TURAL <br />CARBON <br />STEEL <br />LuBRI- <br />CATEO <br />BRONZE <br />PLATES <br />SHEET <br />ZINC <br />BEAR- <br />ING <br />PADS <br />TR'T'U UNTRV <br />LUMBER TIMBER <br />AND TEST <br />TIMBER PILING <br />UNTREATED <br />TIMBER <br />PILING <br />DELI V- DRIP- <br />ERED EN <br />LENGTH <br />CAST <br />PLACE <br />CONC. <br />TEST <br />PILING <br />CAST -IN-PLACE <br />CONCRETE <br />PILING <br />DEW- DRIV- <br />ERED EN <br />CULVERT <br />BRIDGE <br />CONC. <br />ONINfl ING <br />ONI <br />REMOVE <br />OLD <br />CULVT. <br />STA. <br />EXCA- <br />NATION <br />FOR <br />STRUC- <br />TURES <br />GRA <br />BACK- <br />FILL <br />CON- <br />CRETE <br />MASON- <br />RY <br />GRAND- <br />- <br />STRUCT- <br />URAL <br />PLATE <br />ARCH <br />138 SPAN <br />FOUN-, FIELD <br />GRANU- <br />FIN- <br />�T' <br />.} <br />l( <br />I� <br />' <br />20351 <br />20601 <br />U6HED STONE <br />8 <br />PLACING <br />BRUM. <br />50501 <br />BITUM. <br />AGGREGATES <br />�4- <br />�N- <br />CON - <br />50810 50813 <br />cm <br />" TO <br />OF <br />CLEARING <br />GRUBBING <br />51426 <br />60404 <br />SIDE- <br />WELL$ ROAD- <br />20602 <br />20901 <br />TONE PILES <br />50502 <br />LAR <br />TEST <br />DATION OFFICE <br />LAR <br />ISOA0- <br />. <br />ERATIPIG <br />FIELD <br />FIELD <br />FIELD <br />9,959 ppURSE <br />� <br />MA7. <br />BITUMINOUS <br />MAT. <br />)FOR <br />SF. <br />MB. M. L.S. <br />CRETE <br />CONCRETE <br />LS <br />STATION <br />CENTER <br />EACIl EACH <br />. <br />SFI.C.Y. <br />'BALK <br />WAY <br />C. <br />CA <br />AND <br />L.F. <br />BACK- <br />ROLL <br />� <br />FOR" <br />SUBBASE <br />ROAD- <br />QLD <br />OFFICE <br />OFFICE <br />OFFICE <br />RODISC- <br />(iFtIAIEL . _ <br />Op <br />FOR <br />ROAD MUX <br />FOR <br />attil lNOU3 <br />CRETE <br />CRETE <br />SURF- <br />pAYEMENT <br />" - <br />LINE <br />5T0. <br />STA <br />60 <br />CON[MDM <br />ROCK <br />STONE <br />BORROW <br />FILL <br />ING <br />1- <br />COURSE <br />WAY <br />RCMO <br />IPTG 9 <br />CRUSPED <br />PRIME <br />SURFACE <br />SURFACE <br />.ROAD MIX <br />DRIVE- <br />HEAD- <br />ACE <br />REINF <br />I <br />PR <br />- <br />EXCAVATION <br />EXCAVATION <br />FENCES <br />EXCAVATION <br />I <br />STOCK- <br />PILING <br />STONE <br />COAT <br />COURSE <br />SURFACE <br />, <br />WAY <br />ER <br />DRANK <br />' <br />e , <br />BASE COURSE <br />. <br />REM NO <br />20101 20102 <br />20104 20105 <br />20301 <br />20351 <br />20406 20444 21301 <br />1 20501 <br />20502 <br />20504 <br />20801 <br />20901 <br />21001 <br />211 90001 <br />21201 <br />21301 <br />21401 <br />a <br />90003 <br />BDO01 <br />90001 <br />30402 30411 <br />30415 <br />4020 <br />4Q4Q1 <br />404Q3 <br />4Q407 <br />40931 <br />40937 <br />40934 <br />40950 <br />UNIT <br />LIN. FT. <br />STA. IN pl4 <br />ST0. IN.OIA <br />LS <br />L.S. <br />SO.YOS. <br />EAGN L.S. <br />GY <br />GY. <br />CY <br />C.Y. <br />GY <br />LS <br />L.S L.;, <br />CU, YO- <br />LS <br />STA. - <br />L.S. <br />L.S. <br />L$, <br />TON TON <br />C.Y. <br />-C <br />1 <br />0+ 00 -.342 +93.2 <br />34,293.2 <br />103 <br />134 <br />8 <br />I I <br />138.700'L <br />78,700 <br />- <br />Sla_'YD. <br />GAL. <br />TON <br />SY. <br />5.'C <br />c. <br />SY <br />170 <br />I <br />50,600 <br />1 <br />- <br />a <br />0+00 — 342+93.2 <br />— <br />' ... <br />. .. <br />;I <br />1 <br />77,350 4.220 <br />13,700 <br />i <br />M4,100CY <br />t <br />� 1 <br />i <br />1+ <br />T' <br />190 <br />9617,700 <br />1! <br />60 1 <br />28.5 <br />720 <br />20 <br />' <br />3 <br />0+00 - 342+93.2 <br />- <br />2800 <br />99.355 <br />19OA00 <br />A INCLUD <br />TOTAL <br />34,293.2 <br />103 <br />134 <br />8 <br />1 I <br />11313,700 1 <br />78,700 <br />170 <br />9,300 <br />1( <br />I <br />50,600 <br />I <br />I <br />77,3504,220 <br />2,800 <br />99,355 <br />190,5001 <br />13,700 <br />r <br />©METAL <br />PIPE' <br />use <br />APRON ENOWALLS FOR <br />CULVERT PIPE <br />moloolmllmmull <br />BRIDGES <br />(STRUCTURES <br />OVER 2OFT. SPAN) <br />® <br />SEWER������ <br />r <br />as <br />- <br />CULVERTS <br />(STRUCTURES <br />20FT SPAN EI <br />UNDER) <br />r <br />REMOVE EXCA- <br />mm.OLD VATlON <br />SID SFOR <br />BRIDGE FOR <br />NO TURES <br />6RA CON <br />LAR CRETE <br />BACK- MASON- <br />FILL RY <br />PRESTRESSED, <br />GIRDER <br />- <br />BAR. <br />STEEL <br />REINF. <br />STRUC- <br />TURAL <br />CARBON <br />STEEL <br />LuBRI- <br />CATEO <br />BRONZE <br />PLATES <br />SHEET <br />ZINC <br />BEAR- <br />ING <br />PADS <br />TR'T'U UNTRV <br />LUMBER TIMBER <br />AND TEST <br />TIMBER PILING <br />UNTREATED <br />TIMBER <br />PILING <br />DELI V- DRIP- <br />ERED EN <br />TREATED <br />7dMBER <br />PILING <br />OELIV- DRIV- <br />ERED EN <br />CAST <br />PLACE <br />CONC. <br />TEST <br />PILING <br />CAST -IN-PLACE <br />CONCRETE <br />PILING <br />DEW- DRIV- <br />ERED EN <br />RAIL- <br />ING <br />FLOUR <br />DRAINS <br />- <br />TYPE TYPE <br />SLOPE <br />DOWN- <br />PAVING <br />SPOUT <br />CON- <br />5' <br />CRETE <br />_ <br />RIP- <br />RAP <br />REMOVE <br />OLD <br />CULVT. <br />STA. <br />EXCA- <br />NATION <br />FOR <br />STRUC- <br />TURES <br />GRA <br />BACK- <br />FILL <br />CON- <br />CRETE <br />MASON- <br />RY <br />BAR <br />STEEL <br />REINF <br />- <br />STRUCT- <br />URAL <br />PLATE <br />ARCH <br />138 SPAN <br />TRT'D. UNTWD <br />LUMBER TIMBER <br />AND TEST <br />TIMBER PILING <br />TREATED <br />TIMBER <br />PILING <br />DELIW DRIV- <br />ERED EN <br />FLOOR <br />DRAINS <br />TYPE <br />' <br />RIP - <br />RAP <br />.} <br />l( <br />I� <br />' <br />20351 <br />20601 <br />20901 <br />50201 <br />503 503 <br />50501 <br />50601 <br />50614 <br />50616 <br />5062 <br />50702 50801 <br />50810 50813 <br />50816 50820 <br />51001 <br />51010 51015 <br />513 <br />51401 5140 <br />51426 <br />60404 <br />6060 <br />20301 <br />20602 <br />20901 <br />50401 <br />50502 <br />90002 <br />50702 50801 <br />50816 .50820 <br />5140 <br />6060 I <br />u <br />LS. <br />GY <br />GY <br />GY <br />LE LF <br />LB <br />LB. <br />LB <br />La <br />SF. <br />MB. M. L.S. <br />LE LF. <br />L.F LF. <br />LS <br />LF d..F <br />LF <br />EACIl EACH <br />LF, <br />SFI.C.Y. <br />LS <br />GY <br />C. <br />CA <br />LB. <br />L.F. <br />M.B.M. LS <br />L.F LE <br />EACH <br />CA <br />, <br />( <br />190 <br />96 <br />17,700 <br />1 <br />8-13-258 <br />60 <br />28.5 <br />720 <br />20 <br />C-13-80 <br />{ <br />' <br />e , <br />11 f <br />a <br />■im�����m���a�®��®�c■©y■©■�i■■�0■■��■■■■o���ri■■o���■�■■■�ii0mur■■■ <br />' ... <br />. .. <br />i <br />t <br />i <br />1+ <br />T' <br />190 <br />9617,700 <br />1! <br />60 1 <br />28.5 <br />720 <br />20 <br />' <br />r <br />©METAL <br />PIPE' <br />use <br />APRON ENOWALLS FOR <br />CULVERT PIPE <br />moloolmllmmull <br />tj�&-STORM <br />1196kiiiiiimoza� �� <br />® <br />SEWER������ <br />• <br />as <br />- <br />■im�����m���a�®��®�c■©y■©■�i■■�0■■��■■■■o���ri■■o���■�■■■�ii0mur■■■ <br />' ... <br />. .. <br />