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GRADING 8 STRUCTURE C-13 CONTRACT I <br />ESTI MATE OF QUANTITIES <br />BASE AND AGG. FOR BIT. ROADMIX SUR. CONTRACT 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 1963 BIT. ROADMIX SURFACE CONTRACT 3 <br />APPROVED OCTOBER 16, 1963, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER 29, 1963 AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS. <br />BPR <br />PROJECT <br />SHEET <br />TOTAL <br />REGION <br />REMOVING <br />OLD <br />CUWERT <br />STA. <br />NO. <br />SHEETS <br />4 <br />SO894(5) <br />3 <br />79 <br />ON <br />NO <br />STATION <br />TO <br />STATION <br />NET <br />LENGTH <br />OF <br />CENTER <br />UNE <br />CLEARING <br />GRUBBING <br />REMOVING <br />OLD <br />CUWERT <br />STA. <br />REMOV-REMOVREMOV- REMOV- ABAN- <br />ING ING INR ING DONING <br />OLD PAVE- MASON- BUILD- WELLS <br />IDGE MENT RY ING <br />STA. STA. <br />25+50 59+00 <br />COMMON <br />EXCAVATION <br />ROCK .MARSH <br />BORROW <br />GRAND- <br />LAR <br />BACK- <br />FILL <br />TEST <br />ROLL <br />ING <br />PREP <br />FOUN- <br />DATION <br />R)Oi <br />GRAND- <br />FIN- <br />LAR <br />SUBBASE ISHING <br />ROAD- <br />COURSE WAY <br />PROJ. <br />94b <br />OBLIT- <br />ERATING <br />OLD <br />ROAD <br />FIELD <br />OFFICE <br />FIELD <br />OFFICE <br />GRAVEL OR <br />CRUSHED STONE <br />BASE COURSE <br />INODBC- <br />STOCK- <br />PILING <br />HAULING 6 <br />PLACING <br />GRAVEL OR <br />CRUSHED STONE <br />BASE <br />COURSE <br />BITUM. <br />MAT. <br />FOR <br />PRIME <br />COAT <br />BITUMINOUS <br />ROADMIX <br />SURFACE <br />BITUM <br />MAT. <br />FOR <br />SURFACE <br />COURSE <br />AGGREGATES <br />FOR <br />BITUMINOUS <br />SURFACE <br />SURFACE <br />CON- <br />CRETE <br />DRIVE ­ <br />CON- <br />CRETE <br />HEA _ <br />ODN- <br />CRETE <br />SURF- <br />ACE <br />DRAINS <br />CONCRETE <br />PAVEMENT <br />REINF <br />L; <br />STEEL J1 <br />- Mali <br />ITEM NO <br />20101 20102 <br />ZOIf)9 20105 <br />20301 <br />351 <br />20401 20408 20418 20444 <br />20501 <br />20502 20505 <br />20901 <br />20901 <br />21001 <br />211 <br />2120 <br />21303 <br />21401 <br />90001. <br />90001 <br />30402 30411 <br />30415 <br />4020 <br />40401 <br />40403 <br />40407 <br />40931 <br />40935 <br />40934 <br />40950 <br />UNIT <br />LIN FT <br />STA. INDIA <br />STA INDUL <br />L.S. <br />L. S. <br />S.Y. C.Y. L.S. EACH <br />CY <br />CY. CY <br />CY <br />C.Y <br />L.S. <br />L.S. <br />LS <br />STA <br />L.S. <br />LS. <br />TON TON <br />C.Y. <br />S.Y. <br />GAL. <br />TON <br />SY <br />S.Y <br />CY <br />SY <br />1 <br />0+00 - 205+94.4 <br />20,551.36 <br />48 <br />49 <br />1 <br />32 82 1 1 <br />125,700# <br />98,794 <br />7,300 <br />1 <br />42 <br />1 <br />2 <br />0+00 - 205 + 94.4 <br />20,551.36 <br />I <br />42,900 3,100 <br />7,400 <br />3 <br />0 +00 - 205 + 94.4 <br />20,551.36 <br />SRI <br />2,070 <br />52,700 <br />88,600 <br />%-MMEM <br />MIMEME3M <br />i2 33 1 1 2 _L204 <br />t <br />10 <br />I <br />84 <br />_M <br />- <br />==Mom <br />;:INCLUDES 1,367 C.Y. E.B.S. <br />TOTALS <br />148 <br />49 <br />I <br />32 82 1 I <br />125,700iF <br />98,794 <br />7,300 <br />I <br />42 <br />I <br />I <br />2,900 3,100 <br />2,070 <br />52,700 <br />88,600 <br />7,400 <br />ko) 11) (l) fI) ll) (Il ff) (I) fI1 (il rOl ril rll rol rol rel ral ral r:l rel <br />ro�o=o� <br />r <br />JIM <br />CULVERT <br />BRIDGES <br />(STRUCTURES <br />OVER 2OFT SPAN) <br />I <br />CULVERTS <br />(STRUCTURES <br />2OFT SPAN a <br />UNDER) <br />L; <br />STEEL J1 <br />- Mali <br />mmmmmmos�oom�m�mmmmm�m�m�mmm��m00�m0������� <br />SRI <br />%-MMEM <br />MIMEME3M <br />i2 33 1 1 2 _L204 <br />t <br />10 <br />I <br />84 <br />_M <br />- <br />==Mom <br />ro�o=o� <br />r <br />JIM <br />CULVERT <br />METAL -APRON <br />ENDWALLS FOR <br />CULVERT PIPE. <br />KM <br />Imm <br />I <br />SRI <br />%-MMEM <br />MIMEME3M <br />i2 33 1 1 2 _L204 <br />t <br />10 <br />I <br />84 <br />_M <br />- <br />==Mom <br />