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© 02 <br />Cont. <br />2 <br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR <br />AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS. <br />ESTI MATE OF Q U ANTI T IESe <br />ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF 1963 <br />S. Y. <br />544 <br />56 <br />P R Ppo'ECr SHEET ror4L <br />AGG. FOR BIT. ROADMIX SURF. CONTRACT NO. 1 eE�,� <br />BIT. ROADMIX SURF. CONTRACTNO. 2 1 no sheers <br />4 PO -2111 3 /Q <br />REPAIR EROSION <br />Cont. <br />Station - Station <br />Location <br />2 <br />14+00-22+00 <br />Lt. <br />12''A''+ <br />1910-8-12 <br />STATION <br />TO <br />STATION <br />ITEM N0. <br />UNIT <br />MET LENGTH <br />OF <br />CENTERLINE <br />LIN. FT. <br />PRODUCING AND <br />STOCKPILING <br />GRAVEL OR <br />CRUSHED STONE <br />BASE COURSE <br />30410 <br />C.V. <br />HAILING AND <br />PLACING GRAVEL <br />OR CRUSHED <br />STONE BASE <br />COURSE <br />30415 <br />C.V. <br />BITLMIN%S <br />ROADNIIX <br />SURFACE <br />40401 <br />S . <br />BITi,VIINXS AGGREGATES <br />MATERIAL FOR <br />FOR BITUMINOUS <br />SURFACE ROADN�IX <br />COURSE SCRFACE <br />40403 4D406 <br />GAL, C . <br />CULVERT PIPE <br />CLASS III JUTE <br />24 -INCH VATTING <br />52005 62301 <br />L.F. S.Y. <br />REPAIR <br />EROSION <br />90001 <br />L.S. <br />GRADING <br />AND <br />SHAPING <br />ROADWAY <br />90002 <br />L.S. <br />OBLITERATING <br />OLD <br />ROAD <br />21401 <br />STA, <br />C. Y. <br />Remarks <br />12+00-68+74, 14 <br />5510. 17 <br />2 650 <br />2,650 <br />28,500 <br />31,500 2,110 <br />32 600 <br />1 <br />1 <br />Al <br />174 <br />© 02 <br />Cont. <br />2 <br />JUTE MATTING <br />Station - Station <br />14+50-21+50 <br />Undistributed <br />Location <br />Lt <br />S. Y. <br />544 <br />56 <br />REPAIR EROSION <br />Cont. <br />Station - Station <br />Location <br />2 <br />14+00-22+00 <br />Lt. <br />12''A''+ <br />Rt. <br />202"X''+ <br />Lt. & Rt. <br />HAULING AND PLACING GRAVEL <br />OR CRUSHED STONE BASE COURSE <br />Cont. <br />Station - Station <br />C. Y. <br />Remarks <br />2 <br />42+00-50+00 <br />630 <br />Correct Marsh Settlement <br />12+DO-68+74 <br />447 <br />Shoulder <br />171'XX"+45-211"X"+00 <br />174 <br />Shoulder <br />10"A"+50 -14"A"+50 <br />17 <br />Shoulder <br />10"B"+00 -15"B"+00 <br />1S'B"+00-20"3"+00 <br />38 <br />Shoulder <br />Radii &Mise. <br />94 <br />Shoulder <br />174"XX"+00-171"XX"+45 <br />329 <br />BASE <br />15"e+00 -20"B"+00 <br />871 <br />BASE <br />CULDESAC ON <br />WILLIAMS DRIVE <br />50 <br />BASE <br />I- - <br />T 0 Q <br />0 © Q <br />GRADING & SHAPING ROAD6VAY <br />Cont. Station - Station Remarks <br />2 1013"-0020 3"-00 Intersection <br />69-D0-70+00 Vision corner on right <br />to be opened up. <br />WILLIAMS DRIVE CUL-DE-SAC <br />AGGREGATES FOR <br />BITUMINOUS ROADMIX <br />i <br />Cont. Station - Station C. Y. <br />1 12-00-68+74 1, 075 <br />171"XX'+_45-211"X"+00 705 <br />10"A''+50 -14"A"+50 75 <br />10"B"+00 -20"B"+00 230 <br />Radii & Misc. 25 <br />