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a AX+/�G�/`ATGC - <br />I _ <br />ESTIMATE OF <br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE <br />APPROVAL JAN. 25, 1963 AND SPECIAL PROVISIONS ATTACHED TO PROPOSALS <br />VI\l1VII�V. JV YYf1VV, YI1V-M, M <br />QUANTITIES FOR BITUMINOUS ROAD MIX SURFACE CONTRACT NO. I B'F R <br />OlvI SION <br />HIGHWAY COMMISSION OF WISCONSIN — EDITION OF 1963 SUBMITTED FOR 4 <br />vao�ECT SHEET SHEAT <br />N0. ISHE ETS4 <br />S1107(3) ' 3 9 <br />1 i'. <br />! <br />! <br />SEC.! <br />i <br />N0 II <br />--------"— REI,:OV�%G REMOVING REMOVING <br />GUARD <br />NET - OLD OTD RAIL <br />STAT 'GN .LENGTH CULVERT BRIDGE - <br />TO OF CLEARING GRUBBING <br />STATION CENTER STA. - STA. I <br />..LINE �. 3H60. <br />I- <br />EXCAVATION <br />GRAND- <br />LAR <br />SACK- <br />UNCLAS6- ROCK MARSH BORROW FILL <br />I IFIED <br />FIN- <br />ISHING <br />ROAD- <br />WAY <br />OBLIT- <br />ERATING <br />OLD <br />ROAD <br />CONCRETE <br />GRAND- <br />LAR BASE <br />SUCOURSE <br />COURSE <br />i <br />GRAVEL OR <br />CRUSHED STONE <br />BASE COURSE <br />S - _ PREP <br />PILI CON- CON- CON ROAD- SITUM.I <br />GRpy �pR CRETE CONCRETE MAT <br />CRUEp CRETE CRETE BED <br />STONE SUR- PAVEMENT FOR <br />FOR <br />BASE DRIVE- HEAD- FACE REINF PRIME <br />COURSE WAYS ERS SITUM. <br />DRAINS COAT <br />SURF. <br />'AGGREGATE <br />I <br />FOR <br />BITUMINOUS <br />BITUM. ROAD MIX <br />ROAD MIX SURFACE <br />SURFACE <br />SITUM. <br />MAT. <br />FOR <br />SURFACE <br />COURSE <br />LOAD <br />MAUL <br />AND <br />PLACE <br />6A8{ <br />COURSE <br />fl <br />,TEM N0. 20101 <br />20104 203Q1 302.20351 20411 <br />20503 !20502 20503 <br />20801 20801 '21301!21401 <br />21201. .30401 <br />30410 <br />40202 40401 40406 .40403,30416 <br />_ <br />I <br />- <br />1 <br />UNIT LIN.FT. STA. INDIA. STA. IN.DIA. L. S. L. S. LIN.FT <br />1+03.5 — 77+ 45.4 7641.9 38 40 1 <br />I <br />C.Y. CY CY C.Y CY L.S. <br />37,600 I I 7,-200 30,100 1 <br />STA. ,CU YD. I ti.^.YD C.Y. C.Y. SO. YD. SO. YO. 50. YO. LY. SO. YD- STA. GAL. <br />- <br />13 19300 ; 10,6201 <br />5O.Y08. C.Y. <br />1600 _T_ <br />GAL. C.Y <br />1 <br />I 1 <br />; <br />! <br />I <br />I <br />-- <br />1 <br />r— II <br />I I <br />1 <br />i T <br />PROJECT TOTALS 7641.9 38 I <br />B-13-225 <br />40 I <br />BRIDGES (STRUCTURES OVER <br />_ 7200 .30,100 1 <br />37.666-1 I <br />20=T, SPAN) <br />I 13 _9300--- 1 50620 <br />CULVERTS (STRUCTURES <br />20FT, SPAN <br />1600 <br />81 UNDER) <br />. <br />l <br />! <br />i <br />� –– <br />TIEA•LC :,ST� ;AST N-PL.Cc" -�—T-- NR_M EXLA- TREATED <br />•LA- I CJN,RETE TIMBER <br />CON- S '-:C• TRTD UNTR'D 'I416E2 ! WAVY C NCRETE , NERVY' �I I GRAND- CON- STRUCT- TR'T'D UNTRD <br />.T, OI� BAR STEEL `J P -NG F CR �- STEEL i tl CLO COM1'- VATICN LAR CRETE BAR URAL SHEET SHEET LUMBER TIMBER FLOOR <br />4-• I CRETE 'RGl TEST SHEJET. LUMBER TIMBER STEEL PILING c ti" I . I CONIC. Pf NG I IG_Lv'T MON I FOR STEEL PI TING <br />STEEL 7E5T T,� 'RAR.ING <br />�4C I CA -F- MASON• ;:aBi 1 IP1UNGl ZINC AND TEST -- '7 -. SACK MASON- CARSON HEAD ZINC AN TEST DRAINS <br />REINF SAND T ST DE LI V -I L'HI:- ICEUv t �a v-' LIG IDE v -1-I DRIv-IPI LI AIG Dc' -Iv ITA EXC. STR UC- REINF. OEU V- DRIV- <br />111 (TYPE I I FILL RY STEEL TIMBER PILING <br />1 �L Rr _SEE !' (��ERED 1 EN ( E -D 1 c• i gPED �Ev I—r--RED I cr. ' III Til ERED EN <br />20501 20601 LD801 ! 50201 60801 50601 61101 -60616 $0702 6080( 61110 '61115 —r I - —'6014 060 0M 31303 i; 20301 . W602 1 30401 50302 I i <br />ry C.Y LS ly r1.8, l8. M,S.M.1 L.+ LIN FT!LNF7! :v. -T1 !.:. IN, F?IL'N.FT LS. 1LIN T IN;T., EA:.H �. LOLn L5. L' � C' 1. C.Y. C. Y. LB. LB, LS. LB. M3. M. L.S. 11 N. FT LIN. FT. EACH <br />105 70 5 ;12,840 730 1 5.3 1 680 525 T _ I _ T3 +_8-.13_ 225_ 160 662 it 030 <br />-- - – i I -----r I I i I it I <br />RIP- <br />RAP <br />GY. I <br />C-13-69 <br />I <br />1 lI <br />105 70 6 12,1!40 730 <br />1 5,3 880. 525 ' <br />73 <br />180 6s.2 111,0301 <br />. <br />SEC16 <br />N0. <br />RUBBLE CULVERT PIPE CLA66 $ <br />MASONRY <br />_ <br />24� SOS 3GA <br />�ORTARDRY <br />'APRON ENO+9ALL8 FOR C.R <br />-- <br />RIP- HEAVY <br />or 24A DOA 3i RAP RIPRAP <br />- <br />SLOPE DITCH PIPE STORM SEWER CATCH BASINS MANHOLES INLETS <br />PAVING CHECKS UNDER - <br />DRAIN - <br />�C016Rp- <br />TEOGUTTER <br />CONCRETEANCHOR <br />ARK- <br />STEEL _ AGES <br />PLATE MARK ER FOR <br />CURB CABLE ER POSTS <br />CURB AND SIDE GUARD BEAM CABLE <br />WALKSFENCE 6WRGPOSTS FORGUARD <br />!EYP[ CARL -R- FENOE1• <br />CALCIUMT-P-�AAl <br />CHLORIDE <br />SURFACE <br />TREATMENT <br />FER _ <br />TIL- <br />IZER <br />SOD- <br />SEEDING <br />DING <br />61601;619101620056200662007 62009 <br />-o <br />92DSi 82061 82086 G208T 60601 ;80602 <br />! E <br />� 1201 <br />61 <br />20 <br />'10101 60121 604 61403 61410 1421 161422'61405 <br />62602 ;62506 <br />62901 163001- '63101 <br />C.Y. - C.Y. Lift FT LIN. FT LIN FT LRLFT L.INFT. LINFT EACH EACH EACH EACH C.Y. CC <br />S0. Y0. SO.YD. C.Y. LIR. FT. LIMFT. L.IN.FT. I LI;CFT. LIN.FT. EACH EACH EACH EACH EACH I EAC- I LINFT. LINFT SOFT. LIN. FT. UN FT. EACH EACH EACH TON <br />CU,YQ SO. YD. CWT. <br />SO. To. SG YO, <br />1 <br />64 460 1140 30 146 <br />28 3 -2 4 3 654 <br />424 44 74 <br />I <br />TO <br />" <br />78.300 ;1,30Q; <br />f <br />i <br />I <br />64 460 140 130 146 <br />26 1 3 .' 2 1 4 3 654 <br />, <br />.424144 74 <br />70 <br />78,300 1,3 <br />