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STH73-DEERFIELD-IH94RD_T0245(5)
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STH73-DEERFIELD-IH94RD_T0245(5)
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3/7/2025 11:18:40 AM
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DETAIL SUMMARY <br />SHEET <br />OF MISCELLANEOUS <br />QUANTITIES <br />a <br />T0245 (5) 3A <br />165 - <br />CLEARING <br />GRAVEL OR CRUSHED STONE BASE COURSE <br />STRAW MULCH <br />BITUMINOUS MATERIALS <br />CROSS DRAIN <br />PIPES <br />Station - Station <br />Sta. <br />Base <br />Shld <br />Station - Station <br />Side <br />S. Y. <br />Bit Bit <br />Base Mat For <br />Bit <br />Conc. <br />Bit Mat <br />For Surface <br />Station <br />Type Class <br />Dia. Length <br />Inch Lin. Ft <br />Apron <br />Endvalls <br />MRM <br />114+00-115+00 <br />1 <br />Station - Station <br />Tons <br />Tons <br />112+50-126+00 <br />RT. <br />5,778 <br />Station - Station <br />Tons <br />Base <br />Pav't <br />Course <br />111+00 <br />C. P. <br />111 24 <br />82 <br />2 <br />114+00-127+00 <br />8 <br />109+00-272+89.70 <br />30, 558 <br />7,129 <br />124+50-130+09 <br />133+50-136+50 <br />LT. <br />RT. <br />2,250 <br />889 <br />106+00-109+00 <br />174 <br />9 <br />86 <br />5 <br />114+70 <br />CMCP <br />30 <br />110 <br />2 <br />138+00-143+00 <br />5 <br />5'C"+25-YIC"+75 <br />3'D"+00 -4"D"+75 <br />57 <br />3 <br />140+75-142+50 <br />RT. <br />(512 <br />109+00- 273+00 <br />7,240 <br />363 <br />3,619 <br />216 <br />123+00 <br />P. C. P. <br />72 <br />56 <br />29.0 <br />156+00 157+00 <br />1 <br />1 <br />51D +25 9mD +00 <br />630 <br />34 <br />144+50-147+50 <br />RL <br />961 <br />STH 73 & CTH "BB" <br />236 <br />13 <br />118 <br />7 <br />123+50 <br />190+00 <br />C. P. <br />C. P. <br />111 24 <br />III 30 <br />70 <br />100 <br />2 <br />2 <br />171+00-172+00 <br />183+00-184+00 <br />1 <br />1"E"+00 -4"E"+75 <br />430 <br />23 <br />150+50-152+50 <br />LT. <br />LT. <br />394 <br />2,406 <br />S. R. "C"13 <br />188 , <br />I <br />11 <br />216+60 <br />C. P. <br />IV 30 <br />122 <br />2 <br />187+00 188+00 <br />1 <br />0"EE"+25-2"EE"+00 <br />200 <br />11 <br />166+50-172+25 <br />RL <br />3,078 <br />S. R. D" <br />"Ell <br />113 <br />6 <br />238+00 <br />P. C. P. <br />72 <br />56 <br />2L 3 <br />204+00-211+00 <br />1 <br />P. E. 's & F E. 's <br />525 <br />660 <br />40 <br />166+5D-172+50 <br />174+00-180+00 <br />LT. <br />3,400 <br />S. R. <br />S. R. "EE" <br />40 <br />2 <br />249+00 <br />C. P. <br />111 24 <br />88 <br />2 <br />213+00-211+00 <br />4 <br />Project Approaches <br />176+0D-179+00 <br />RT. <br />2,600 <br />P. E. @ 120+00 <br />7 <br />1 <br />249+64 <br />P. C. P. <br />72 <br />56 <br />22.7 <br />220+00-211+00 <br />1 <br />205+50-207+50 <br />LT <br />1,533 <br />P,L @ 126+80 <br />10 <br />1 <br />226+00-227+00 <br />1 <br />207+50-209+00 <br />RL <br />550 <br />P.L @ 110+12 <br />6 <br />231+00-236+00 <br />5 <br />213+50-221+50 <br />LT. <br />4,328 <br />239+00-240+00 <br />1 <br />216+75-222+50 <br />RL <br />2,211 <br />245+00-246+00 <br />1 <br />230+00-233+00 <br />RL <br />2, 534 <br />255+00 256+00 <br />1 <br />1 <br />R I P R A P <br />247+50-250+00 <br />RT. <br />417 <br />MINOR SIDE <br />ROAD, <br />PRIVATE ENTRANCE, & <br />6+00-26100 <br />267 00 <br />26++ <br />1 <br />Station <br />Side <br />C. Y. <br />252+50-254+50 <br />LT. <br />378 <br />SLOPE -DRAIN <br />PIPES <br />36600 <br />RT. <br />7.5 <br />Side Road "D" <br />383 <br />Dia. <br />Length <br />4 <br />Rip <br />Apron <br />114+70 <br />216+60 <br />LT. <br />7.5 <br />Side Road "P' <br />888 <br />Station <br />Type <br />Class Inch <br />Lin. Ft <br />Rdy. L <br />R. Rap <br />Endvalls <br />3'E"+63 <br />RL <br />6.0 <br />120+00 <br />C. P. <br />III 18 <br />24 <br />X <br />2 <br />4"E"+37 <br />RL <br />12.0 <br />132+50 <br />136+20 <br />C. P. <br />C. P. <br />111 18 <br />111 18 <br />24 <br />24 <br />X <br />X <br />2 <br />2 <br />GRUBBING <br />JUTE MATTING <br />EARTHWORK BALANCE <br />141+00 <br />C. P. <br />III 30 <br />2@26 <br />X <br />7.0 <br />Station - Station <br />Sta. <br />Station -Station <br />Side <br />S. Y. <br />Station -Station <br />Unclass. • <br />Fill <br />Borrow <br />212+42 <br />236+46 <br />C. P. <br />C. P. <br />III 18 <br />III 18 <br />24 <br />24 <br />X <br />X <br />2 <br />2 <br />119+00-127+00 <br />138+00-143+00 <br />8 <br />5 <br />132+00-139+00 <br />LT. <br />1,223 <br />109+00-133+31 <br />21,500 <br />23,243 <br />9,200 <br />236+74 <br />C. P. <br />111 18 <br />24 <br />X <br />2 <br />156+00-157+00 <br />1 <br />139+000-141+50 <br />LL <br />389 <br />133+31-179+60 1 <br />79,500 <br />61,817 <br />- <br />245+04 <br />C. P. <br />111 18 <br />24 <br />X <br />2 <br />183+00-184+00 <br />1 <br />141+50-144+00 <br />LT. <br />333 <br />179+60-195+37 <br />18, 700 <br />14,992 <br />_ <br />245+38 <br />C. P. <br />111 18 <br />24 <br />X <br />2 <br />204+00-211+00 7 <br />144+00-147+00 <br />LT. <br />467 <br />195+37-206+62 <br />10,100 <br />7,393 <br />265+00 <br />C. P. <br />111 18 <br />24 <br />X <br />2 <br />1 <br />STEEL PLATE BEAM <br />GUARD <br />141+00-154+00 <br />LT. <br />1,244 <br />206+62-216+07 <br />15,200 <br />12,687 <br />267+20 <br />C. P. <br />111 18 <br />24 <br />X <br />2 <br />213+00-214+00 <br />226+00-227+00 <br />1 <br />Station - Station . Side <br />Lin. Ft <br />Anchorages <br />169+00-170+50 <br />LT <br />200 <br />216+07-230+87 <br />41,600 <br />35,062 <br />- <br />4"D"+55 <br />C. P. <br />111 30 <br />2@ 44 <br />X <br />7.0 <br />231+00-236+00 <br />5219+00-225+00 <br />LT. <br />933 <br />230+87-265+19 <br />27,400 <br />20,480 <br />_ <br />3"E"+63 <br />C. P. 111 24 <br />74 <br />X <br />2 <br />1 <br />113+89-120+18 RL <br />629.0 <br />2 <br />231+00-232+00 <br />LT. <br />144 <br />265+19-272+89 <br />1, 700 <br />910 <br />4"E"+31 <br />CMCP <br />24 <br />82 <br />X <br />2 <br />239+00-240+00 <br />1 <br />157+65-158+68 LT <br />102.5 <br />1 <br />232+00-233+00 <br />LT. <br />200 <br />T'U,,+69 <br />C. P. <br />111 36 <br />34 <br />X <br />2 <br />245+00-246+00 <br />157+65-158+68 RL <br />102.5 <br />1 <br />233+00-234+00 <br />LT <br />178 <br />• Includes a 011 C. Y of E. B. S. <br />255+00-256+00 <br />1 <br />1 <br />159+05-160+08 LT. <br />102.5 <br />1 <br />236+00-240+00 <br />RT. <br />621 <br />266+00-267+00 <br />1 <br />159+05-160+08 RL <br />102.5 <br />1 <br />234+00-247+50 <br />LT. <br />2,100 <br />} D' +Oo-4 D' +00 <br />168+23-171+77 RL <br />354.0 <br />2 <br />250+00-251+00 <br />RL <br />156 <br />215+72.5-220+14 LT. <br />441.5 <br />2 <br />255+00-257+00 <br />RL <br />311 <br />3ID11+00-41ID"+50 <br />LT. <br />200 <br />ADJUSTING MANHOLE COVERS <br />9'D"+00 -4"D"+50 <br />RL <br />200 <br />Station <br />Side <br />Each <br />112+00 <br />115+20 <br />LT. <br />LT. <br />1 <br />1 <br />REMOVING OLD CULVERT <br />MARKER POSTS <br />Station <br />No. <br />Location <br />Side <br />No. <br />114+67 <br />1 <br />113+86 <br />RL <br />1 <br />138+90 <br />1 <br />120+21-121+21 <br />RL <br />3 <br />249+60 <br />1 <br />129+92 <br />RT. <br />6 <br />138+49 <br />LT. & RL <br />12 <br />151+j2 LL & RL 2 <br />160+11 <br />LT.&RT. <br />2 <br />SODDING <br />167+20-168+20 <br />RL <br />3 <br />Station - Station <br />. Side <br />S. Y. <br />167+00-171+00 <br />LT. <br />9 <br />171+76 <br />171+80 <br />LT. <br />RL <br />6 <br />1 <br />128+00-132+00 <br />138+00 <br />LT. <br />LT. <br />261 <br />83 <br />56 <br />OBLITERATING OLD ROAD <br />190+87 <br />LT. & RL <br />12 <br />137+50-138+00 <br />LT <br />Station - Station <br />Sta. <br />214+20-215+70 <br />LT. <br />4 <br />189+30-190+50 <br />1.2 <br />220+17-221+17 <br />LT. <br />3 <br />203+10-204+10 <br />1.0 <br />219+00-221+00 <br />RL <br />5 <br />219+80-227+30 <br />7.8 <br />4"E"+05 <br />LT. <br />6 <br />
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