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WUAN 1 1 1 (t5 CONTRACT NO. 2 BASE COURSE <br />ac txt(;UIED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN— EDITION OF 1951 <br />APPROVED JAN.23, 1952 FEDERAL Aln RFOL11RFn r.nNTRArT PROVISIONS APPROVED NOVEMBER 8 1948 AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS" <br />Cll'i Slf i PI.OJEC7 SHEET <br />E <br />_TOTAL <br />'SM6TS' <br />w15. 50249c2) 3 13% <br />511 <br />MILE <br />NO. <br />STATION <br />TO <br />STATION <br />NET <br />LENGTH <br />OF <br />CENTER <br />LINE <br />ROAD <br />CLEAR SIDE <br />INC LEAR <br />INC <br />GRUBBNG <br />REMOVING <br />CONCRETE <br />SIDEWALK <br />REMOVING <br />OLD <br />BRIDGE <br />STA <br />UNCLASS <br />IFIED <br />EXCAVATION <br />ROCK MARSH <br />INTERCEPTING <br />EMBANKMENT <br />PREPARING <br />ROADWAY <br />BORROW <br />FOUNDATION <br />FOR <br />SAND <br />GRAVEL <br />FILL <br />SHOUL• FIN- OBLIT• <br />FINE DER (ROAD EROLD <br />GRADING EMBANK- ROAD. OLD <br />HENT WAY R04D <br />BASE <br />COURSE <br />CONCRETE <br />PAVEMENT <br />CON- <br />CRETE <br />MEAD <br />ERS <br />CON- <br />CRETE <br />SUR- <br />FACE <br />GRAINS <br />CONCRETE <br />PAVEMENT <br />REINF. <br />PREP {'FEARING <br />SURFACE <br />ROAD- <br />BED <br />FOR <br />BIT. <br />ITRF AT. <br />AGGREGATE <br />R GRACED <br />AGGREGATE <br />BIT.SURF- <br />GRADED <br />TYPE <br />BIT <br />MAT, <br />FOR . <br />COURSE <br />AND <br />TACK <br />GOAT <br />I GRADED <br />AGGREGATE <br />TRAFFIC BOUND SURFACE <br />BASE COURSE iBASE) COURSE <br />STOCK STOCK <br />PILES PILES <br />UNTREATED <br />TR'Tb UNTR'0 TIMBER <br />STRUC- STEEL STEEL SHEET ZINC PILING <br />BER TIMBER <br />TUBAL CAST- FORGE LEAD TES <br />AND TEST DELIV- DRIV-, <br />CARBON {NG$ INGS - TIMBER PILING ERED EN <br />PILE <br />SHOES <br />ITEM N0. <br />REMOV <br />OLD <br />GUIv'T. <br />STA. <br />2101-1 '21D3 -I 2101-4 2102-3,2105-Q <br />2104.2(x) <br />2106-5 <br />2106-2 2106-4 <br />2109-1 2106-6 S P <br />2110-1 <br />2112-1 2113-1 <br />2114-1 2116-1 <br />2407-1 2407-3 2407-42407-92407-112408-2 2501-1 2501-d 2501-3 2501-6 2508-I 2508-2 2512-I <br />2301-1 12301- <br />2301-6 2301-10 <br />2301-11 <br />2310-1 23 <br />2313- <br />23 <br />2204-1 23 <br />2322-1 2322-2 <br />TON <br />LB <br />UNIT <br />LIN, FT <br />STA. STA. I <br />STA. ACRE <br />jSQ.YD.j <br />LS. <br />C.Y. I <br />C.Y. G.Y. <br />C.Y. SO. YD. LIN.FT. <br />C.Y. <br />CY. C.Y. <br />STA. STA. <br />EACH FW FT SOFT C.Y. <br />SO. YD. SO.YD. <br />SO.YC. <br />G.V. <br />SQ. YD. <br />STA, SQ.YD, <br />C.Y, <br />GAL. <br />C.Y. C.Y <br />CY. G.Y <br />t 102 1261 <br />132 132) 60 1 <br />4 <br />2 <br />1 24 7005 <br />I <br />45000 <br />380 <br />310 <br />201.0 <br />9480 <br />1500 <br />1 <br />2205 2205 <br />63 <br />_ __ <br />I <br />248*58.0 -- 544+88.6 <br />28,436.4 <br />100 24 <br />108 <br />I 783 ' <br />I <br />154,782 <br />6,647 <br />' 600 <br />36,577 <br />323 13 <br />4 <br />I I ► I <br />25,000 <br />t <br />1 <br />I <br />1 <br />I <br />I <br />1 - —, <br />- <br />I <br />- <br />I <br />i <br />- ----- <br />I (15 <br />1118 972 5661 <br />__ -- --_ -_ 1 <br />I I IG2 1261 <br />I <br />1132 132 t 60 t <br />4 <br />2 t <br />I 24 70051 cc :o <br />I <br />L, <br />I <br />1 <br />I <br />i <br />380 <br />310 <br />201.0 1 <br />9480 <br />1500 <br />I <br />2205 2205 <br />63 <br />28,436.4 <br />100 24 <br />108 <br />783 <br />154,782 <br />6,647 <br />600 <br />36,577 <br />323 13 <br />25,000 <br />CONTRACT NO. 1 I I I I I I I I 1 9 <br />I I .I I I I It— 1 9 50' 1, 1 ' <br />RUBBLE <br />MASONRY <br />.E <br />RTAR DRY <br />110. <br />18" 24" 30" <br />CULVERT PIPE <br />I— I _L <br />BRIDGES <br />(STRUCTURES OVER <br />20 FT. SPAN) <br />CATCH BASINS <br />TYPE I A" <br />INLETS <br />TYPE I P <br />CONCRETE <br />TYPE <br />C" SIDE <br />uT7ER ShK <br />CURB �936" <br />GUARD FENCE <br />MARK' <br />CABLE BEAM I AGES ER <br />FOR POST$ <br />TYPE CABLE <br />CULVERTS <br />(STRUCTURES 2OFT. SPAN 81 <br />UNDER) <br />M1gPK- <br />SOD_ ER <br />DINGPOSTS <br />FOR <br />R/N <br />REMOVE <br />MIL OLD <br />BRIDGE <br />STA. <br />NO. <br />E%CA- <br />COM• NATION <br />.V.ON FOR <br />EXC- STRUC <br />TURESSTEEL <br />2411- - 2411- 2411- 2411-31 2411322411- <br />WFILL <br />AR <br />EL <br />INF. <br />UNTREATED <br />TR'Tb UNTR'0 TIMBER <br />STRUC- STEEL STEEL SHEET ZINC PILING <br />BER TIMBER <br />TUBAL CAST- FORGE LEAD TES <br />AND TEST DELIV- DRIV-, <br />CARBON {NG$ INGS - TIMBER PILING ERED EN <br />PILE <br />SHOES <br />PROOFING <br />RIP- <br />1 MEM • RAP <br />DAMP BRANE <br />MTER-2(CI12106-1 <br />REMOV <br />OLD <br />GUIv'T. <br />STA. <br />EXGA- CON- <br />COM- VATION SAND CRETE <br />MON FOR GRAVEL <br />MASON- <br />EXC TRUCE FILL <br />TURES RY <br />BAR' <br />STEEL <br />REINF <br />STRUC- <br />TUR4L <br />STEEL <br />TR'T'O UNTR'D <br />STEEL STEEL SHEET ZINC -UMBER TIMBER <br />CAST. FORGE LEAD PLATES AND TEST <br />INGS INGS <br />TIMBER PILINGWATER <br />TIMBER <br />PILING <br />TR'D TR'T'D. <br />PROOFING <br />FLOOR RIP - <br />GRAINS MEM- RAP <br />DAMP BRANE <br />2107-{ <br />6-2 <br />2407-1 2407-3 2407-42407-92407-112408-2 2501-1 2501-d 2501-3 2501-6 2508-I 2508-2 2512-I <br />104-1(a)2106-1 2107-2 200-1 <br />2404-1 <br />2406-2 <br />2407-I <br />2407-3 2407-4 2407-92407-112406-2 2501-1 2501-2 2501-3 2507-12508-1 25,D8.2 2512-1 <br />L.S <br />Cv CY <br />LINTT. LIN. FT. EACH EACH <br />TON <br />LB <br />L8. LB. <br />LB. LB. LB. MGM. L.S <br />LIN.FT. LIN. FT. <br />EACH <br />SOFT. SQ.FT. C.Y. <br />L.S. <br />C.Y. C.Y. C.Y. <br />C.Y. <br />LB. <br />LB. <br />LB. LB. LB. LB. M.B.M. LS. <br />LIN. FT. LIN. FT. <br />EACH FW FT SOFT C.Y. <br />15 <br />1116 1 972 566 <br />t 102 1261 <br />132 132) 60 1 <br />4 <br />2 <br />1 24 7005 <br />I <br />45000 <br />380 <br />310 <br />201.0 <br />9480 <br />1500 <br />1 <br />2205 2205 <br />63 <br />_ __ <br />I <br />I <br />I <br />1 <br />4 <br />I I ► I <br />t <br />1 <br />I <br />I <br />1 - —, <br />- <br />I <br />- <br />I <br />i <br />- ----- <br />I (15 <br />1118 972 5661 <br />__ -- --_ -_ 1 <br />I I IG2 1261 <br />I <br />1132 132 t 60 t <br />4 <br />2 t <br />I 24 70051 cc :o <br />I <br />L, <br />I <br />I <br />i <br />380 <br />310 <br />201.0 1 <br />9480 <br />1500 <br />I <br />2205 2205 <br />63 <br />I I .I I I I It— 1 9 50' 1, 1 ' <br />RUBBLE <br />MASONRY <br />.E <br />RTAR DRY <br />110. <br />18" 24" 30" <br />CULVERT PIPE <br />I— I _L <br />RAP <br />RUBBLE OITCH <br />PAVING CHECKS <br />PLAM RO'T'D <br />UPIPE STORM — - SEWER <br />DRAIN R.C.C.P, STORM SEWER PIPE <br />-�-- -I-- <br />12" IB" 21 <br />CATCH BASINS <br />TYPE I A" <br />INLETS <br />TYPE I P <br />CONCRETE <br />TYPE <br />C" SIDE <br />uT7ER ShK <br />CURB �936" <br />GUARD FENCE <br />MARK' <br />CABLE BEAM I AGES ER <br />FOR POST$ <br />TYPE CABLE <br />CALCIUM <br />CHLORIDE <br />OR CAL-MAGSEED <br />CHLORIDE <br />SURFACE <br />TREATMENT <br />TOPSOIL <br />BEDS PLANT- SAL <br />ANO LNG VAGED <br />$OD <br />FER- <br />TIL- SEEDING <br />RER <br />M1gPK- <br />SOD_ ER <br />DINGPOSTS <br />FOR <br />R/N <br />48" <br />■ 70 <br />QM, <br />PIPE <br />CAT. <br />pAg g <br />2409-22409-3 240-11 2411-1212411-13 2411- <br />2411- - 2411- 2411- 2411-31 2411322411- <br />tau- 2411-61 <br />2512-I <br />2515-1 2515-2 2516- 2516- <br />2517-1 2559-4112519-41Z.2519-47 2519-3125201 520-2(4 <br />20-21 <br />2521-I 2521-2 2522-112523-1 <br />S. P. 2525-412523,3 <br />2525-1 <br />2601-1 2602-1 <br />252822=1-1 <br />2532-1 <br />2533-1-Z -4 <br />GY. CY <br />LIN.FT. LIN.FT LIN.FT LIN.FT.LIN.FT.. LIN.FT LIN. FT. LIN. FT LIN FT <br />LIN.FT <br />LIN.FT: LIN.FT. <br />C.Y. <br />SOYD SQ.YD C.Y. <br />LIN. FT. LIN FT LIN.FT UN. F7 LIN FT. <br />EACH EACH EACH EACH <br />EACH EACH <br />LIN. FT. LIN.FT SOFT. <br />LINTT. LIN. FT. EACH EACH <br />TON <br />SQ.YD. CY, <br />SO.YD. <br />CWT SQ.YD. <br />Sam EACH ' <br />15 <br />1116 1 972 566 <br />t 102 1261 <br />132 132) 60 1 <br />4 <br />2 <br />1 24 7005 <br />6 <br />6 (32 <br />45000 <br />457 253 TOO <br />329 ITS 1 <br />I <br />_ __ <br />I <br />I <br />I <br />1 <br />4 <br />I I ► I <br />t <br />1 <br />I <br />i <br />1 - —, <br />- <br />I <br />- <br />- <br />i <br />- ----- <br />I (15 <br />1118 972 5661 <br />__ -- --_ -_ 1 <br />I I IG2 1261 <br />I <br />1132 132 t 60 t <br />4 <br />2 t <br />I 24 70051 cc :o <br />I <br />L, <br />:OMT. 110.1 1 1 1 1 I I <br />