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J* <br />GRAOM & SUBBASE CONTRACT NO �! <br />ESTIMATE OF QUANTITIES s sg a At3tiRE�q r caNTRA ►� rRq�EGT SHEET oTAL���jjj; <br />IM 56D MIX SURF <br />CONTRACT' �VQ 3 Drv/sroR Na sHEE15I <br />THIS .PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE' STATE HIGHWAY COMMISSION OF WISCONSIN - EDITION OF 1967 4 S 0255(6) 3 <br />APPROVED AUG. 94 19157. AND SPECIAL. PROVI"S ATTACHED TO PROPOSALS. j� � '� �'� ('''' '� ''� �� <br />REMOVING Immo ---� -- "----- FXCAVATIoy 1 F— I T T I�_sA>.�r GRAYEL. OA i rnrr4ste i PRER 3GRfGAtE tOAD — 1 . <br />UIIIIIIIIIIIIIIII <br />SEC <br />NQ <br />BRIDGES, (STRUCTURES OVER ZOPT. SPAN) <br />_.u11TR GATED. <br />CULVERTS (STRUCTURES 2OFT_. <br />SPAN <br />_ <br />& UNDER) <br />RIP- , <br />RAP i <br />_ <br />TREA EO - _EMD <br />REMOVEEXCA' <br />CON- STRUC- CARBON TR'Y.D URTq'O TIMBER TIMBER <br />OLD CONI VATION SAND BAR STEEL -OLD-. <br />CRLTE TURAL STEEL SHIEST SHEET UMOE TIMBE PILING P1LtN0 fLOOR RIP- <br />BRIDGE MON FOR RAVEL STEEL CAST-- CVLV T <br />MASON' FORD- LEAD ZINC AND TEST DEL+V' DR1W. 0ELIW Got IV DRAIN RAP STA. <br />STA. EXC. STRUC' FILL REINF. ' ,INSS TIMBE" PILING <br />TURfl RY STfEI 1N6S FRED EN 'EREO EN <br />EXCA' CON'. STRUCT- CA DO TR'I'O URTR'D TREATER <br />CCM AT10N.SANO DAR STEEL- <br />' DRILY URAL STEEL SHEC1 SHEET LUMBER TIMBER PILING <br />MON f0A RAVE STEEL.. CAST' <br />EXC STRUC FILL M►SOK' "EINE INGS fORG' LEAD LINO AND TEST <br />y RY STEEL tNG3 TIMBER PILING OEtIY' DRiY' <br />TUM <br />_ _ EKED EN <br />FLOOR <br />DRAIN <br />— ---- ---- <br />2104-21 2106-1 2101.1 2110-1 2401-1 2406-2 2401' 2407• 2407-4 2407-5 2407-11,940#-Z 250t -t 2501-2 2"I -S 2504-4 2604-S12601-1 26!2-1 2104-1 <br />2106-1 2101' tI10-+ ,9404-1 1406'3 2499', 2407.3 2401-4 240 L401.11 2400.2 2501-1 2SOI-4 <br />2501-5 <br />2407-; <br />2512'1 <br />L.S. <br />GK C.0 C.K <br />Cy <br />i8. <br />f.0: <br />10. Le. L0: to. M-B.N. L.S. <br />Li y. FT. UN.ft LIN.fT.UN.FT EACH 0.Y <br />L.S., <br />C. 1. <br />C, Y. <br />C.Y. <br />C. Y. <br />LD. <br />L <br />Lt l0. LL <br />l0 N.B.M L.S LIN fT <br />LIN,fT <br />EACH <br />C Y.*44= <br />RUBBLE CULVERT PIPE CORA, METAL P41 ARCH PIPE CATT <br />AA-iOHRY IGrW E4*CP 36'1.'► WOO >F 72* <br />SEC. 4':. <br />RTA DRY PASS <br />N0 _ <br />2409-22405'324+1-1 2411-2 2411-3 2411-4 2411• 2411- 2411.38 2411- 2411•— 2411-61 2411 <br />FT N FT LIN <br />PIPE CULVERT PIPE STCRMf SLWEI CATCH BASINS MANHOLES J INLETS CONCRETE --�— <br />PASS RU66LE DITCH ---- -- — <br />PAVING CHECKS UNDER REINFORCED CONCRETE MARK- CALCIUM SAL- <br />- <br />DRAIN ADJUSTING 30' STEEL MARK- ER FER- <br />RIP- HEAVY _ T -'—E CURD SIDE RK'� £HLORiDE IOP- VAGED SOD - <br />II 1 ER POSTS TIL" SEEDING <br />RAP RIPRAP I ;TYPE --TYPE TYPE CCPR AND CABLE PLATE11 ER POSTS FOR SURFACE SOIL TOP' DING <br />PLAINIGRO T'0 I 112" 30"• 1•A 1-0 COVERS 2R TYPE' GOTIER <br />WALKS <br />YP[b' ALBEAM <br />TREATMENT ARD1�� TREATMENT SOIL 1ZER <br />,41t• 2492-1 2512.2 2515! 2515-2 2516-238- 2517-125'"431 1511$322253- 2319• L52 J-1 2420Y 262C• 2S <br />2C 420' 25202 252-1 �2521"i1252i•1 E42S'I 252332523 >�252} 324256 2526-!2526.12526-2 2SSf•I 2552'f 2544.1 — -- <br />C.Y. C.Y. UN.R LAN fT UN.FT. L�N.iT LIN.fT. L!N.fT CIN.PT L.N.FT L.N. a CiM.FT, C.Y C.0 SO YD 40_YD C_Y LIN.fTiuN °T;U� N_F T, IW.fT.ILIN.fT ?ACH EACH E?CH EACH EACH EACH SUN FT L14 FT, SOFrl+"�..FT uN. FTI EACs E4Cv cAGN TGN SO_YO CMT- SO. YD. 50 -?0 <br />— -- — - - i <br />R 1 113 396 1066 118 108 96 154 H7k_1 _ _ _ _ — i — __ 99 t1to — 707 14� Sb t 150 -- — 37 154 ,172.000 26" <br />t - -+ -- j - <br />-- 6a 12s 1 30 293 1 3 � 2.1 700 1 1000 -- --- <br />M 2 - 48 -- - - - Z - -- 1 i _ <br />- I <br />so 22 i i, �. <br />r <br />fi <br />— I <br />I <br />8 454 10 LIQ IQ• 98 I J__q <br />64 126T . " - 1.: , ! _ 34. 615 91', 7S? 1 44 9$-- i5a <br />Lt 1 1 1 __ .- 1 - --<._ - --- - -- - �'1- - i 0'1 <br />-- - <br />- - -- - - -- -- - - - - - - --- r _. ._ . ....-. <br />.....- ..-,.. -a -- - r -- <br />Ilk <br />✓ <br />s 1 <br />