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CONTRACT N0.1 (5565-2-70) <br />ESTI MATE OF QUANTITIES GRADING <br />CONTRACT N0.2 (5565 - 2 -72 ) <br />ASE & AGG. FOR BRM SURFACE <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 1969, CONTRACT NO.3 (5565 - 2 -74) <br />SUBMITTED FOR APPROVAL OCTOBER 23, 1968, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 29, 1963, 81 SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS SURFACING BIT. ROAD MIX) <br />&PR <br />PROJECT <br />SHEET <br />TOTAL <br />REGION <br />STA. <br />527P <br />+OS <br />N0. <br />SHEETS <br />4 <br />S0254(6) <br />3 <br />42 <br />STATION <br />STATION <br />SEC TO <br />STATION <br />NO <br />NET <br />LENGTH <br />OF <br />CENTER <br />UNE <br />CLEARING <br />GRUBBING <br />REMOVING <br />OLD <br />CULVERT <br />7 -A. STA. <br />31S <br />+72 +70 <br />STA. <br />527P <br />+OS <br />REMOV <br />LNG <br />MASO <br />RY <br />COMMON <br />EXCAVATION <br />ROCK MARSH <br />LAR <br />BACK <br />BORROW FILL <br />TEST <br />ROLL- <br />LNG <br />PREP <br />FOUN- <br />DATION <br />FOR <br />GRAND- <br />FIN- <br />LAR <br />SUBBASE ISHING <br />COURSE ROAD- <br />WAY <br />5025416 <br />OBLIT- <br />ERATING <br />OW <br />ROAD <br />FIELD <br />OFFICE <br />TYPE <br />B <br />FIELD <br />LABOR- <br />ATORY <br />CRUSHED <br />AGGREGATE <br />BASE COURSE <br />PRODUC- <br />ING B <br />STOCK- <br />PILING <br />HAULING B <br />PLACING <br />CRUSHED <br />AGGREGATE <br />BASE <br />COURSE <br />BITUM. <br />MAT. <br />FOR <br />PRIME <br />COAT <br />BITUMINOUS <br />ROAOMIX <br />SURFACE <br />BITUM <br />MAT. <br />FOR <br />SURFACE <br />COURSE <br />AGGREGATES <br />FOR <br />BITUMINOUS <br />ROADMIX <br />SURFACE <br />CON- <br />CRETE <br />DRIVE- <br />WAY <br />CON - <br />CRETE <br />HEAD - <br />ER <br />CON - <br />CRETE <br />_ <br />ACE <br />DRAINS <br />CONCRETE <br />PAVEMENT T <br />STRUC- <br />TURAL <br />CARBON <br />STEEL <br />ITEM N0. <br />SHEET <br />ZINC <br />20101 20102 <br />20104 20105 <br />20301 20302 20303 20408 <br />20501 <br />20502 20505 <br />W801 20901 <br />21001 <br />211 <br />2120 <br />21302 <br />21401 <br />64202 <br />64210 <br />30404 30413 <br />30415 <br />4020 <br />40401 <br />40403 <br />40407 <br />40931 <br />40933 <br />40934 <br />40950 <br />50501 <br />UNIT <br />LIN. FT. <br />STA. INDIA <br />STA. IN.DIA. <br />L.S. L.S. <br />L.S. <br />C.Y. <br />Cly <br />Cy CY <br />C.Y. C.Y <br />L.S. <br />L.S. <br />60404 <br />L.S. <br />STA <br />L.S. <br />L.S. <br />TON TON <br />C. Y+ <br />50601 <br />S. Y. <br />GAL. <br />TON <br />S.Y. <br />SY <br />C.Y <br />SY <br />205+94.4 - 333P+11.6 <br />12,717.2 <br />22 <br />22 <br />1 1 <br />1 <br />15 <br />�` 66,300 <br />37,965 <br />LS. <br />LF L.F <br />LF <br />EACH EACH <br />1 <br />32 <br />I <br />1 <br />28 80 2,050 <br />1,370 <br />CA <br />36,800 <br />60,300 <br />4,960 <br />L.F L.F. <br />EACH <br />CY <br />■ <br />71' INCLUDES 595 C.Y. E.B.S. <br />Elm <br />TOTAL <br />12,717.2 <br />22 <br />22 <br />1 1 <br />1 <br />15 <br />66 300 <br />37 965 <br />I <br />32 <br />I <br />1 <br />28,800 2,050 <br />1,370 <br />36,800 <br />60,300 <br />4,960 <br />Q 0 4. o 0 0 0 0 qF q 0 f <br />CULVERT PIPE <br />CORRUGATED METAL <br />CULVERT PIPE <br />BRIDGES <br />(STRUCTURES <br />OVER 2OFT SPAN) <br />CULVERTS <br />(STRUCTURES <br />2OFT. SPAN 8 <br />UNDER) <br />REMOVE EXCA- <br />G OLD VATION <br />BRIDGE FOR <br />STA STRUC- <br />TURES <br />GRAND- CON- <br />LAR CRETE <br />BACK- MASON- <br />FILL RY <br />PRESTRESSED <br />GIRDER <br />BAR <br />STEEL <br />REINF <br />STRUC- <br />TURAL <br />CARBON <br />STEEL <br />WBRI- <br />CA7ED <br />BRONZE <br />PLATES <br />SHEET <br />ZINC <br />TR�T�D UNTR�O <br />BEAR- <br />LUMBER TIMBER <br />ING AND TEST <br />PADS <br />TIMBER PILING <br />UNTREATED <br />TIMBER <br />PILING <br />DELIV- DRIV- <br />ERED EN <br />TREATED <br />TIMBER <br />PILING <br />DELIV- DRIV- <br />ERED EN <br />CAST <br />N PLACE <br />CONC <br />TEST <br />PILING <br />CAST -IN-PLACE <br />CONCRETE <br />PILING <br />DELIV-FDRIV- <br />ERED <br />RAIL- <br />ING <br />FLOOR <br />DRAINS <br />TYPE TYPE <br />DOWN_ <br />SPOUT <br />fi� <br />SLOPE <br />PAVING <br />CON- <br />CRETE <br />RIP- <br />RAP <br />EXCA- <br />REMOVE <br />VATION <br />OLD FOR <br />CULV�T. <br />STRUC- <br />STA. TURES <br />GRAND- <br />LAR <br />BACK- <br />FILL <br />CON- <br />CRETE <br />MASON- <br />Ry <br />BAR <br />STEEL <br />REINFNO <br />STRUCT- <br />URAL <br />CARBON <br />STEEL <br />TR�T�D. UNTR�D <br />LUMBER TIMBER <br />AND TEST <br />TIMBER PILING <br />TREATED <br />TIMBER <br />PILING <br />DELIV- DRIV- <br />ERED EN <br />FLOOR <br />DRAINS <br />TYPE <br />RIP - <br />RAP <br />20351 <br />20601 <br />20901 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 />5140 5140 <br />51425 <br />60404 <br />6060 <br />20301 <br />20602 <br />20901 <br />50401 <br />50502 <br />50601 <br />50702 50801 <br />50816 50820 <br />5140 <br />6060 <br />LS. <br />CY <br />C.Y C.Y. <br />LF L.F <br />LB. <br />LB. <br />L8. <br />LB. <br />SF. <br />MB.M. L.S. <br />LF L.F <br />L.F L.F <br />LS. <br />LF L.F <br />LF <br />EACH EACH <br />L.F <br />SF. <br />C.Y. <br />L.S. <br />C.Y <br />CA <br />CA <br />LB. <br />LB. <br />M.BM L.S. <br />L.F L.F. <br />EACH <br />CY <br />■ <br />Elm <br />Q 0 4. o 0 0 0 0 qF q 0 f <br />CULVERT PIPE <br />CORRUGATED METAL <br />CULVERT PIPE <br />METAL APRON ENDWALLM <br />FOR CULVERT PIPE <br />■ <br />Elm <br />Q 0 4. o 0 0 0 0 qF q 0 f <br />