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ESTI MATE OF QUANTITIES GRADING CONTRACT I <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 />CULVERT <br />STA. <br />NO. <br />SHEETS <br />4 <br />SI001(I) <br />3 <br />39 <br />Coft <br />Na <br />STATION <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 />CULVERT <br />STA. <br />REMOVING <br />OLD <br />BRIDGE <br />Si0. <br />REMOV- <br />ING <br />CONC. <br />SIDE- <br />WALK <br />COMMON <br />EXCAVATION <br />ROCK MARSH <br />BORROW <br />• <br />LAR <br />BACK- <br />FILL <br />TEST <br />ROLL <br />ING <br />PREP <br />FOUN - <br />DATION <br />FOR <br />GRAND- <br />LAR <br />SUBBASE <br />COURSE <br />FIN- <br />ISHING <br />ROAD- <br />WAY <br />PROJE <br />S 10010) <br />OBLIT- <br />FRAYING <br />OLD <br />ROAD <br />GRAVEL OR <br />CRUSHED STONE <br />BASE COURSE <br />PRODUC- <br />ING 8 <br />STOCK- <br />PILING <br />HAULING 8 <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 />ROADMIX <br />SURFACE <br />CON- <br />CRETE <br />DRIVE- <br />WAY <br />CON - <br />CRETE <br />HEAD- <br />ER <br />CON - <br />CRETE <br />SURF- <br />ACE <br />DRAINS <br />CONCRETE <br />PAVEMENT <br />REINF <br />ITEM NO <br />20101 20102 <br />20104 20105 <br />20301 <br />20351 <br />20406 <br />20501 <br />20502 20505 <br />20801 <br />20901 <br />21001 <br />211 <br />2120 <br />21302 <br />21401 90001 90002 <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. IN. DIA <br />L.S. <br />L.S. <br />S.Y. <br />CY. <br />CY CY <br />CY <br />CY <br />L.S. <br />L.S <br />L.S. <br />STA. L.S. L.S. <br />TON TON <br />C.Y. <br />S.Y. <br />GAL. <br />TON <br />Sy <br />S.Y <br />Cy <br />SK <br />I <br />0 +00 - 88 + 02,6 <br />8,802.6 <br />23 <br />35 <br />6 <br />31,500 iE <br />23,900 <br />4,400 <br />1 <br />3 <br />2 <br />0+00 - 88+02.66 <br />8,802.6 <br />20,700 700 <br />1 <br />3850 <br />3 <br />0+00 - 88+02.6 <br />8,802.6 <br />470 <br />26,700 <br />44,500 <br />* INCLUDES 700 C.Y. E.B.S. <br />1 <br />TOTAL <br />8,802.6 <br />23 <br />35 <br />6 <br />31,500 <br />23,900 <br />4,400 <br />I <br />20,70 700 <br />470 <br />26,700 <br />44,500 <br />3850 <br />3 <br />10 <br />Bills <br />milli <br />Olson <br />BRIDGES <br />(STRUCTURES <br />OVER 2OFT SPAN) <br />CULVERTS <br />(STRUCTURES <br />2OFT SPAN ek <br />UNDER) <br />NNE <br />10 <br />Bills <br />milli <br />Olson <br />APRON ENOWALLS FOR <br />NNE <br />11 I <br />