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ESTIMATE OF QUANTITIES <br />r <br />THIS. PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN - <br />EDITION OF 1951. AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS <br />8 STRl1CTL"M CONTRACT 1 <br />a M 2 <br />USE COURSE 384 <br />SIT. CONC. PAV'T. 5 <br />EE <br />NO. <br />STATION <br />TO <br />STATION <br />MT <br />LEMTN <br />OF <br />CENTER <br />UNE <br />CLEARING <br />GRIINIM <br />REMOVING <br />CULVERT <br />STA. <br />RIMOVIINI <br />MIO{!REMOVING <br />STA. <br />IOAVE <br />MEMT <br />COMMON <br />EXCAVATION <br />ROCK MARSH <br />BORROW <br />6AND <br />GRAVEL <br />FILL <br />3NOUL• FIR- OBUT- <br />FINE DER ISNIM RA1t <br />ADINS EMBANK NOW OLD <br />PENT MAY ROAD <br />CONCRETE <br />NAE[ <br />GROVEL OR <br />CRUSHED <br />CONCRETE <br />PAVEMENT <br />COM' <br />CRETE <br />NF---wEAO' <br />ENS <br />CON'BgTUM. <br />CRETE <br />SUR' <br />FACE <br />DRAIN! <br />MER <br />CONCRETE B[0 <br />R@ED <br />PAVEMENT <br />RENIE, 1-011 <br />D��' <br />�* <br />FOR <br />MIME <br />COAT <br />BIT" <br />ROAD <br />it1 <br />SURFACE <br />WITS <br />1-011 <br />BITUM. <br />OAD <br />RISIX <br />SURFACE <br />BITUY N11M. <br />MAY. 6, : <br />1-011 <br />suuwff ACE t <br />COURSE IBM <br />UNTREATED TREATED <br />TRYO TR'D TIYSER TIMBER <br />STEEL <br />fT[EL !HEFT !HEFT IM PILAW PILING FLOOR <br />CAST- <br />FORE' LEAD ZINC AND TEST DRAIN <br />IMS OELIV' DRIV' OELIV- DRIV- <br />IN{S TIMBE PILIN EKED EN EREO EN <br />RIP- <br />RAP <br />ITEM ND. <br />COM- NATION SAND <br />MOH FOR RAVE <br />E%C STRUC- FILL <br />TURES <br />2101-1 2101-3 210114 2101'{ 2"WI <br />104-21 <br />EGOS -I <br />2106-1 <br />1 2106-2 <br />2106-4 <br />2109-1 <br />2110-1 1 <br />2112-1 2113'1 <br />1 f!(4'I <br />2116'1 <br />2E01-1 <br />2203-1 1 003-1 I <br />2301'1 2301- <br />E30t-0 <br />2301'6 <br />E30t'T <br />2310'1 <br />2311-1 <br />2313-1 <br />2313.2 <br />2i1M1 <br />211'/•1 <br />LB. <br />I.S. L5. I.B. I.S. M.&M. <br />UNIT <br />LIR, FT <br />STA. ACRE <br />GTA. ACRE <br />L.S. <br />L.S. <br />S.Y. <br />C.Y. <br />C.Y. <br />C.Y. <br />I C.Y. <br />C.Y. <br />C.Y. C.Y. <br />I ETA. <br />STA. <br />SO.YO, <br />C.Y. C.Y. <br />$Q.YD. SQ. YO, <br />*a To, <br />C.y. <br />so. TO. <br />STA, <br />SAL. <br />$0. YO, <br />C,Y. <br />TON <br />TM <br />STK. <br />PROJECT T 032-1(31 <br />•SPAN <br />RI <br />520 <br />200 <br />210 <br />26500 <br />16600 <br />160 <br />1 <br />11210 <br />125 <br />178 <br />27800 <br />46 <br />UI <br />790 <br />375 <br />35000 <br />RI <br />i + SO - 52 + 92" <br />5142.68 ' <br />8 <br />8 <br />2411-19 <br />411.31 <br />4300 <br />9794 <br />2164 <br />62764 <br />151300 <br />8050 <br />R2 <br />62 <br />17 <br />10540 790 <br />61 <br />4235 <br />93 <br />1552 <br />UI <br />02 +1,►M-106+36.5 <br />53(5.69 <br />6 <br />1 <br />1310 <br />200 <br />11238 <br />61500 <br />64749 <br />157900 <br />6870 <br />1 <br />59 <br />1210 <br />10780 900 <br />178 <br />27800 <br />46 <br />60 <br />4265 <br />1) 101 <br />169 <br />2800 <br />R2 <br />I06+35.5 - 225+00 <br />1186430 <br />3 <br />3 <br />Q <br />1 <br />8750 <br />1 144162 <br />113 <br />27540 <br />8940D <br />1 18700 <br />121 <br />42 <br />22180 1805 <br />119 <br />8455 <br />_ <br />345 <br />5784 <br />TOTALS CONTRACTS IOR3 <br />17 1 <br />12 <br />T <br />1 <br />13060 <br />65194 <br />1 2297 <br />155053 <br />398600 <br />33M <br />242 <br />59 <br />43500 <br />125 <br />178 <br />278001 <br />46 <br />- - -` <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />R4 <br />R3 <br />225 +00 -240+95.6 <br />2395.60 <br />T <br />7455 <br />564 <br />29 <br />4890 405 <br />29 <br />1925 <br />79 <br />1278 <br />TOTAL PROD. T032-113) <br />17 <br />12 <br />205(5 <br />65765 <br />2297 <br />155053 <br />271 <br />P43 <br />T <br />48390 3900 <br />13101 <br />2001 <br />585 <br />61500 <br />269 <br />78860 <br />1 1150 <br />6a) <br />11414 <br />11210 <br />PROJECT T 032-114) <br />27800 <br />46 <br />R4 <br />248 + 95.6 - 333 +2Q3 <br />16 <br />5670 <br />61980 <br />_ <br />257254 <br />102 <br />17670 1545 <br />102 <br />7200 <br />280 <br />4665 <br />TOTALS CON RACTS 20R4 <br />M463 <br />16 <br />13125 <br />62544. <br />257254 <br />131 <br />22450 <br />TOTAL <br />28 <br />26185 <br />® <br />127738 <br />259551 <br />155053 <br />398600 <br />33620 <br />373 <br />138 <br />4 <br />65960 5445 <br />371 <br />26080 <br />966 <br />!6079 <br />(5) (5) (5) (5) (5) <br />C.Y. I C.r LIN. FT LIN FT. LIN FT IN.£T. LIN. FT. LIN FT LIN.FT LIN.FT. <br />RI 9 60 126 180 <br />UI 43 1 _ 1 80 160 80 120 100 104 <br />R2 164 +29-0 244 316 - - 72 90 <br />T 216 1 430 530 80 616 - 100 72 194 <br />R3y 62} 100 98 - r 98 <br />530 628 8017 q - 100 I 72 194 <br />_ <br />114 341 120 t 480 f Y-- 50 102 t - 4110 <br />T 96 220 52 _« 98 520 i 122 - 1 110 <br />0- <br />TF3121 11081 80 1714 :_50-1 202 72 304 <br />C,C I Cy I SO YD. $O YO <br />--- <br />74 60.6 <br />100 <br />100 <br />374 30 73.2 <br />BRIDGES (STRUCTURES OVER <br />20 FT. SPAN) <br />SECT- <br />- 1 <br />PIPE <br />CULVERTS <br />(STRUCTURES 2OFT. SPAN 9 UNDER) <br />SEC, <br />Np, <br />MOVE <br />OLD <br />MIDGE <br />STA. <br />EXCA- <br />COM ATION SAND <br />MON FOR AVE <br />EXC. ST FILL <br />TURES <br />CON• <br />CRETE <br />MASON' <br />MY <br />MR <br />fTClL <br />REINS. <br />ST11UC- <br />TURAL <br />CARBON <br />STEEL <br />UNTREATED TREATED <br />TRYO TR'D TIYSER TIMBER <br />STEEL <br />fT[EL !HEFT !HEFT IM PILAW PILING FLOOR <br />CAST- <br />FORE' LEAD ZINC AND TEST DRAIN <br />IMS OELIV' DRIV' OELIV- DRIV- <br />IN{S TIMBE PILIN EKED EN EREO EN <br />RIP- <br />RAP <br />REMOVEEXCA- <br />OLD <br />CULV'T <br />STA. <br />COM- NATION SAND <br />MOH FOR RAVE <br />E%C STRUC- FILL <br />TURES <br />CON- <br />CRETE <br />MASON- <br />RY <br />BAR <br />STEEL <br />REINF. <br />STRVCT- <br />URAL <br />CARBON <br />STEEL <br />TREATED <br />R TR'T'D UNTR'0 TIMBER <br />STEEL <br />STEEL SHEET SHEET ItMBE TIMBER►(LING FLOOR RIP - <br />CA3T- <br />FORE- LEAD LINO AND TEST GRAIN RAP <br />(NGS DELIV� DRIV- <br />IN6S TIYBE PILIN <br />EREO EN <br />42" <br />2104-21 2106.1 2107'1 2110.1 <br />2401.1 <br />2408'2 <br />24071 <br />407- 2407-4 2407.9 240711 408- <br />501-1 <br />2601-2 2501-3 2501-412501-5 2507-1 2512-1 <br />2104.1 2106-1 2107-2 2110-1 <br />2404-1 <br />2406-3 <br />2407-1 <br />2407-3 2407-4 2407-912407-11 2405--2 2501'1 2501-4 2501-6 2507-1 2512-1 - <br />L.S. <br />C.Y. C, Y. <br />C.Y. <br />C.Y <br />LB. <br />LB. <br />I.S. L5. I.B. I.S. M.&M. <br />L.S. <br />LIN.FT. LIKFT LIN.FT. LIN.FT. EACH <br />C.Y. <br />L.S. <br />C Y. C.Y <br />C.Y. <br />C.Y. <br />L8. <br />Lf. <br />LB- L8. LB <br />L8. M.B.M.L.S. LIN. FT. LIN. FT. EACH C.Y. - <br />� <br />ARCH- <br />RAP <br />RIPRAP <br />ORT DRY <br />STK. <br />CATTLE <br />•SPAN <br />RI <br />520 <br />200 <br />210 <br />26500 <br />16600 <br />160 <br />1 <br />11210 <br />125 <br />178 <br />27800 <br />46 <br />UI <br />790 <br />375 <br />35000 <br />61300 <br />380 140 <br />2411-13 <br />1 <br />150 <br />2411-19 <br />411.31 <br />, S. P. <br />.2412.31 <br />2512-1 <br />2512-2 <br />2515-1 2515 2 2516' <br />R2 <br />2517' 11251 <br />T <br />1310 <br />200 <br />585 <br />61500 <br />77900 <br />540 140 1 <br />1 <br />150 _ - <br />1210 <br />125 <br />178 <br />27800 <br />46 <br />1) 101 <br />I <br />t <br />1 <br />1 I <br />(D <br />Q <br />Q <br />I <br />( <br />1 <br />I <br />R3 <br />_ <br />T <br />1 <br />1310 <br />200 <br />585 <br />61500 <br />77900 <br />1540 140 <br />1 <br />150 <br />1210 <br />125 <br />178 <br />278001 <br />46 <br />- - -` <br />R4 <br />T <br />T <br />13101 <br />2001 <br />585 <br />61500 <br />77900 <br />1540 140 1 <br />1 1150 <br />1 <br />11210 <br />1 125178 <br />27800 <br />46 <br />C.Y. I C.r LIN. FT LIN FT. LIN FT IN.£T. LIN. FT. LIN FT LIN.FT LIN.FT. <br />RI 9 60 126 180 <br />UI 43 1 _ 1 80 160 80 120 100 104 <br />R2 164 +29-0 244 316 - - 72 90 <br />T 216 1 430 530 80 616 - 100 72 194 <br />R3y 62} 100 98 - r 98 <br />530 628 8017 q - 100 I 72 194 <br />_ <br />114 341 120 t 480 f Y-- 50 102 t - 4110 <br />T 96 220 52 _« 98 520 i 122 - 1 110 <br />0- <br />TF3121 11081 80 1714 :_50-1 202 72 304 <br />C,C I Cy I SO YD. $O YO <br />--- <br />74 60.6 <br />100 <br />100 <br />374 30 73.2 <br />1100 <br />CULVERT PIPE <br />SECT- <br />- 1 <br />PIPE <br />RUBBLE <br />--580 <br />30 170.0 <br />ZONAL <br />00 226 <br />92 81.0' <br />RUBBLE <br />01TCH <br />UNDER DRAIN <br />MASONRY <br />42" <br />PLATE <br />PAVING <br />CHECKS <br />EEC <br />EXTRA <br />PIPE <br />PIPE <br />R IP- <br />HEAVY <br />IB" <br />24" <br />3C" <br />36" 42" 46" <br />54" 60" <br />72" <br />� <br />ARCH- <br />RAP <br />RIPRAP <br />ORT DRY <br />STK. <br />CATTLE <br />•SPAN <br />PLAIN GRO'T'D <br />CMP <br />6" <br />�DRAIN <br />TILE <br />6" <br />NO. <br />A.C.C.P. <br />PASS <br />GAGE <br />2409-2 2401- <br />411-11 <br />2411-12 <br />2411-13 <br />2411-14 2411-15 241t-16 <br />2411-17 2411-18 <br />2411-19 <br />411.31 <br />, S. P. <br />.2412.31 <br />2512-1 <br />2512-2 <br />2515-1 2515 2 2516' <br />2516• <br />2517' 11251 <br />C.Y. I C.r LIN. FT LIN FT. LIN FT IN.£T. LIN. FT. LIN FT LIN.FT LIN.FT. <br />RI 9 60 126 180 <br />UI 43 1 _ 1 80 160 80 120 100 104 <br />R2 164 +29-0 244 316 - - 72 90 <br />T 216 1 430 530 80 616 - 100 72 194 <br />R3y 62} 100 98 - r 98 <br />530 628 8017 q - 100 I 72 194 <br />_ <br />114 341 120 t 480 f Y-- 50 102 t - 4110 <br />T 96 220 52 _« 98 520 i 122 - 1 110 <br />0- <br />TF3121 11081 80 1714 :_50-1 202 72 304 <br />C,C I Cy I SO YD. $O YO <br />--- <br />74 60.6 <br />100 <br />100 <br />374 30 73.2 <br />1100 <br />1300. <br />448 30 ' I59.0 <br />- 1 <br />132 218 ; <br />+- - + <br />--580 <br />30 170.0 <br />00 226 <br />92 81.0' <br />00 226_ 158 + 98.0 <br />` -© 1 <br />100 226 672 30 2570 <br />C Y LIN FT (LIN FT LIN FT LIN FTLIN FT. <br />1 _ _ <br />200 �aoo i <br />400 400 <br />400 400 <br />It000 1200 <br />t <br />O O <br />1000 1200 <br />CATCH BASINSMANHOL£S I INLETS GUARD fENCE <br />[2523-6 <br />EEL MARK - <br />ATE ANCHOR MARK- ER MARKER SAL- FER- <br />CURB SIDE AM AGES ER POSTS POSTS TOP- VAS ED TIL- SEEDING SOD - <br />CURB AND WALK CABLE ARD FOR POSTS F011 SOIL TOP- ILEA DING <br />GUTTERYPE R -O -W $OIL <br />CABLE2520- 2520- 2520- 2520 2520- 7521-1 2521.3 2522-11 2523-1 2523-5 2523-312523-3 2523-4 2128-1 2528-_"31 ST7 1 2531 <br />_- <br />r EACH EACH EACH EACHEACH LIN FT IN FT. $O. FT LIN. FT I N. FT. EACH [ACH EACH EACH i 'w ,; 1 yO y. <br />!.__.__ <br />6060-- <br />_ <br />266 ! 8 11 35 1600 * 71 i 39, 940 - -- - -- - <br />i t <br />- { -- --- - <br />a � _ <br />464 14 8 0 9 44 <br />O 1 <br />T o0 <br />26 4 55 I3000' 178 99000 409 r <br />730 , 48 1 13013600 328 182000 I1349 --- --- <br />} <br />683 1 6 8 . 24 I 15 500 52 29000 - i- <br />_ a .._. _ _ t - _ - - ---- <br />683 +730 6 . 1 56 47 1 145 414100! 380 + 211000 ! 1349 <br />t -r - <br />i <br />135431 20 18 57 t 55 1 '103001170 92000 138421 <br />+ 2 70 1110800 222 } 121000 3841 1 <br />1 ; I 4226 730 26 74^ �0!_L 200 j24 _550y303000 5191 <br />100 <br />100 <br />100 <br />100 <br />1100 <br />1300. <br />