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- -I <br />GRADING, BAS, <br />Ek <br />BASE <br />_ - E S T, I M AT E OF QUANTITIES BITUMINOUSB ROAD, M IXESURFACING S CONTRACT.AGGREGATES NO., ' FOR. <br />THIS.PROJECT IS TD.BE-EXECUTED UNDER THE STANDARD SPECIFICATIONS-FOR.ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY•COMMISSION. OF WISCONSIN -.EDITION OF 1957 <br />APPROVED AUG.9.1957 AND SPECIAL PROVISION ATTACHED TO PROPOSALS BITUMINOUS ROAD MIX SURFACE—CONTRACT NO. 2 <br />B.P R. <br />PROJECT <br />SHEET <br />_77:AL <br />DIVISION <br />UNCL. <br />N0. <br />SHEETS <br />4 <br />S 0256 ( 3) <br />3 <br />CONCRETE <br />PAVEMENT <br />• STATION <br />SEG TO <br />STATION <br />- <br />N0. - - ' <br />NET <br />LENGTH_ <br />- Of <br />CENTER' <br />] LINE <br />CLEARING GRUBBING <br />REMOVING <br />OLD <br />CULVERT <br />ST, a <br />Bt22 <br />REMOVING <br />OLD <br />BRIDGE <br />_ <br />- - <br />UNCL. <br />EXCAVATION <br />_ <br />ROCK- -' MAP,SH <br />r. <br />_ <br />_ <br />BORROW <br />:' <br />- <br />SAND' <br />GRAVEL <br />- FkLL. <br />"- <br />GRANULAR <br />SUB- <br />.SHOUL- FIN7 OBLIT- <br />FINE BER (SHING ERATING BASE <br />GRADING EMBANK- ROAD- OLD COURSE <br />MENT WAY ROAD <br />._ .. <br />'GRAVEL 0R <br />CRUSHED STONE <br />- <br />BASE COURSE <br />CONCRETE <br />PAVEMENT <br />_ CON- <br />CRETE <br />HEAD' <br />ERS <br />CON- <br />OR <br />SUR- <br />FACE <br />GRAINS <br />"CONCRETE <br />PAVEMENT EVENT <br />REINF, <br />PREP. <br />ROAD- <br />BED <br />FOR <br />BITUM- <br />SURF <br />81TUM. <br />MAT, <br />FOR <br />PRIME <br />COAT <br />BITUM, <br />ROAD <br />N17S <br />SURFACE <br />AGGREGATES <br />FOR <br />BITUM. <br />ROAD <br />MIR <br />SURFACE <br />BITUM. <br />MAT. <br />FOR <br />SURFACE <br />COURSE <br />LOAD - <br />MAUL. <br />AND . <br />PLACE <br />BASE . <br />COURSE <br />_BAR <br />_ <br />STEEL <br />KEINE <br />STRUC- <br />FURAL <br />CARSON <br />STEEL <br />2101-1 2101-3 2(014 2101-6 <br />2104-1 <br />2104- 2104-21 <br />2106-5 <br />.2106-2, 2(06-4 <br />2109-( <br />2110-1 <br />2112-1 Z113'( <br />2114-1 <br />2116-1- 22011 <br />ZZO}1 - <br />2301-1 2301 <br />2301-5 <br />2301-6 <br />Z30i-7 <br />123(0-1 <br />2311-1 <br />2313.1 <br />2313-2 ! 2313-3 <br />5.. P. <br />2104-1 2106-1 2107-2 ZI10-1 <br />UNIT LIN. FT <br />STA_ ACRE -STA. ACRE <br />L.S. <br />LS, LS_ <br />C.Y. <br />C.Y. C.7. <br />C.Y <br />CY. <br />C. Y. C.Y. <br />L.S. <br />STA. GY. <br />C.T. GY. <br />SO -YD. SO.YD. <br />54.Y0. <br />CX <br />SO. YD. <br />STA. <br />L.S.- <br />50.Y0. <br />O.Y. <br />GAL <br />C. Y. - <br />I 0+00- 26+00. <br />2600 <br />11 11 <br />1 <br />160 <br />-17.400 <br />60.1 <br />9,600 <br />16260 <br />I <br />7.. 3,0251 <br />2510 <br />94 80 <br />B-13-178 <br />6,900 <br />700 <br />14,200 <br />110 <br />i <br />55 <br />75 <br />41.5 <br />5950 <br />620 <br />IF <br />3. <br />665- 497 <br />50 <br />8-13-202 <br />-- <br />3.3 <br />.. .. <br />9 <br />l 1 <br />215 <br />275 <br />101.6 <br />15,180 <br />166,8-800, <br />1 <br />9.0 <br />'9:86 I <br />1665 '497 870 1588 <br />150 130 <br />I 1 <br />o <br />(1) @=(D <br />( <br />(D-1 I <br />2600. <br />II 11 <br />117,400 <br />1 <br />9,600 <br />!. <br />7 3,025 <br />2510 <br />6,900 <br />700 <br />14200 <br />110 <br />-, n n m rn rn (1) rn (1) X) w «j tri <br />BRIDGES <br />(STRUCTURES OVER <br />20FT SPAN) <br />CULVERTS <br />(STRUCTURES 20FT. SPAN & <br />UNDER) <br />REMOV- <br />ING <br />SEC OLD <br />OR <br />STA, <br />No,124_00 <br />EYCA- GRAN- <br />COM' YATION ULAR <br />NON FOR .BACK <br />EXC. $TRUC' FILL <br />TURES <br />CON- - <br />- <br />.I CRETE <br />MASON <br />RY <br />_BAR <br />_ <br />STEEL <br />KEINE <br />STRUC- <br />FURAL <br />CARSON <br />STEEL <br />� ARSON <br />STEEL S <br />STEEL BEARS SHEET <br />TEST FORD' ING ZINC <br />PILING PADS <br />INGS <br />CAST <br />TRYD 1�NP <br />UMBEk CONC. <br />AND TEST <br />TIMBE PILING <br />CAST IN PLACE- <br />E STEEL CONC. <br />PILING PILING <br />- <br />DELLA' GRIN OELIV- ORIV- <br />EREO EN EKED EN <br />STEEL - <br />FLOOR 4ELIN HEAVY <br />GRAINS RIP <br />RAP <br />_ <br />BRIDGE <br />NQ. � <br />REMOV <br />OLD <br />CULv'T <br />STA. <br />ERCA' <br />COM- VATION. GRANU <br />MON -OR 1•AR <br />SACK <br />EXC. STRUC- FILL <br />TURES <br />CON- <br />CRETE <br />MASON- <br />RY <br />BAR <br />STEEL <br />REINF. <br />STRUCT- <br />URAL - <br />CARBON <br />STEEL <br />STEEL <br />STEEL STEEL PILING- <br />AR80 FR'T'O- - , <br />STEEL SHEET SHEET LUMBERTEST. _ FLOOR STEEL R.AYT _ <br />- <br />FORG- LEAD (.INC AND QRAINS RA (FIN RIP CULVERT - <br />PILING pELIW ORIv- NO. <br />INGS TIMBE _ RAP <br />EREO EN <br />2104-21 2106-1 2107`-1 <br />2110-1 <br />2401.1 <br />24061• <br />2407-1 <br />2503-1 2407-4 S.P, 2407-H 2408225OS-I 2503-2 250.3-3 2505.2-2505. <br />2507-11 231D•2�2612-& <br />2104-1 2106-1 2107-2 ZI10-1 <br />2404-1 <br />2406-2 <br />2407-1 <br />_ <br />2407-4 2407-9 <br />2487-8 2408-2 2503.1 25032 2503-3 2507-1 2510.2 2512-2 - - <br />L.S. <br />C. Y. <br />G.Y. <br />C.0 <br />L8. <br />LB. <br />L.S- <br />L8, 9:F.. LB. <br />M.Bht LS. <br />LIN.FT. LIN.FT. LIN.FT. L#N,FT, EACH Lf. C.Y. <br />L.S.- <br />C. yl C -Y. CY. <br />C.Y <br />LB. <br />L8. <br />I LB. LB. <br />LB. .M.S.M.- L.S. LIN.FTLIN.FT EACH L.F. <br />G.Y. - <br />1 I <br />160 <br />200 <br />60.1 <br />9230 <br />16260 <br />9.0 <br />6.60 1 <br />870 588 <br />94 80 <br />B-13-178 <br />- <br />i <br />55 <br />75 <br />41.5 <br />5950 <br />620 <br />IF <br />3. <br />665- 497 <br />50 <br />8-13-202 <br />-- <br />3.3 <br />.. .. <br />9 <br />l 1 <br />215 <br />275 <br />101.6 <br />15,180 <br />166,8-800, <br />1 <br />9.0 <br />'9:86 I <br />1665 '497 870 1588 <br />150 130 <br />I 1 <br />o <br />(1) @=(D <br />( <br />(D-1 I <br />TIMM <br />