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THIS PROJECT IS TO BE AND SPECIAL PROVISIONS EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR AS ATTACHED TO PROPOSAL. ESTI MATE OF QUANTITIES CONT CONT. ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF 1963 CONT N01- GRADING, SUBBASE BPR �°ROJ ECT SHEET TOTAL BISTRUCTURE B-13-1265 REGION No. SHEETS NO2-easE 4 T 0245 (5) 3 N0.3- BIT. BASE a BIT. CONC. PAV T Z �- a z Z STATION TO STATION REMOVING REMOVING NET REMOV OLD OLD ING LENGTH_ CULVERT BRIDGE OF CLEARING GRUBBING OLD CENTER CUL_ STA. STA. LINE VERTS EXCAVATION UNCLASSIFI ROCK MARSH GRANU- TEST LAR ROLL- BACK- BORROW FILL ING FIN- PREP GRANU- ISHING FOUN- OBLIT- LAR ROAD- DATION WAY ERATING SUBBASE FOR PROJ. OLD COURSE TO24 ROAD GRAVEL OR BITUMINOUS CRUSHED BASE COURSE STONE BASE COURSE BITUM. MAT BITUMINOUS FOR CONCRETE BASE PAVEMENT COURSE BITUM MAT. FOR SURFACE COURSE CONCRETE PAVEMENT CON - CRETE DRIVE- WAY CON- CON - CRETE CONCRETE CRETE SURF- PAVEMENT HEAD - ER ACE REINF DRAINS ITEM NO.. 20101 20102 20104 20105 20301 20351 90002 20503 20502 20505 20801 20901 1 21001 1 211 1 21201 21303 21401 30402 3040 30601 30 30602 40701 40702 409 409 40931 40935 409341 40950 UNIT LIN. FT. STA. INDIA STA. IN. DIA L.S. L.S. EACH CY C.Y. C. C.Y. C.Y L.S. L.S. CV. LS. STA TON TON S.Y TON TON TON. S.Y SY SY S.Y C.Y S.Y I 109+00-273+09.42 16,409142 41 34 3 15,700* 9200 17,000 1 10. 11 2 109+00- 273+09.42 33.060 3 109+00-273+09.42 7,240 7650 385 4200 250 PROJECT TOTAL 16,409.42 41 34 3 1 1215.700*19200 17,000 I 10. 403001 7650 385 4200 250 iE INCLUDES 8011 C.Y. E.B.S. BRIDGES (STRUCTURES OVER 2OFT. SPAN) CULVERTS (STRUCTURES 2O FT. SPAN 81 UNDER) REM V- EXCA- G O NATION GRANU- CON- Z LAR CRETE BRIDGE FOR BACK- MASON- f- STA STRUC- 156+68 TURES ILL RY PRESTRESSED GIRDER STRUC- BAR TURAL STEEL CARBON REINF STEEL - LUBRI- _ TR'T'D. UNTR'0. '4TER- CATED SHEET BEAR LUMBER TIMBER ROOF BRONZE ZINC ING AND TEST ING _PADS 2 PLATES TIMBER PILING PLY UNTREATED TREATED CAST TIMBER TIMBER PILING PILING N CONC. CONC' DELIV- DRiV- DELIV- DRIV- TEST ERED EN ERED EN PILING CAST -IN-PLACE CONCRETE STEEL PILING RAIL- ING DELIV- DRI"- TYPE ERE EN °E" FLOOR DRAINS SLOPE DOWN' PAVING SPOUT CON- TYPE TYPE fi' CRETE RIP- RAP EXCA- EXCA- BAR REMOVE GRANU- CON- STRUCT- TR�T'D. UNTRD OLD LAR CRETE URAL LUMBER TIMBER FOR STEEL CULV'T. BACK- MASON- CARBON AND TEST STRUC- REINF STA. FILL RY STEEL TIMBER PILING TURES TREATED TIMBER FLOOR PILING RIP - DELIV- - - DRAINS RAP TYPE ERED EN Zo u 20351 20601 20901 50201 503 503 50501 50601 j51802 50614 50616 5062 50702 50801 50810 50813 50816 50820 51001 51010 51015 51320 5140 5140 51426 60404 6060 1 20301 20602 20901 50401 50502 50601 50702 50801 50816 50820 5140 6060 LS. GY C.Y C.Y. LF L.F UR LB. S.Y. LB LB, SF WLB.M. L.S. LF L.F L.F L.F L.S. LF L.F LF EACH EACH I L.F SF C.Y. LS. CY. CA CA LB. LB. M.BM LS. L.F L.F EACH C.Y I1 I 1250 76 10,020 4660 166 72 B- 13-1265 2.1 1 3 44 1 250 1 76 10,020 4660 166 72 RUBBLE MASONRY Z MOR- 18" 24" 30` TAR DRY u ¢ CULVERT PIPE CLASS III 36` APRON ENDWALLS FOR CORR. METAL METAL METAL APRON APRON CUL- CULVERT PIPE CULVERT PIPE SLOPE END- END- PIPE VERT WALLS WALLS PAVING CURB .PIPE FOR FOR CATTL CIP 18" 24" 30'� 36` 24" 30` CUL- AND CUL- PASS 30" VERT GUTTERI VERT PIPE PIPE 24 30" HEAVY RIP- RIP- DITCH RAP RAP CHECKS STORM SEWER CATCH MAN- BASINS HOLES ADJUSTING MANHOLE TYPE TYPE TYPE TYPE COVERS CATCH MANHOLES INLET BASINS COVERS COVERS COVERS TYPEFTllTYPE TYPE TYPE TYPE ANCHOR AGES STEEL FOR MARK- PLATE STEEL ER BEAM PLATE POSTS GUARD BEAM GUARD MARK- ER POSTS FOR R -O -W MAINT. SA a REPAIR VAGED STRAW _ FER- OF MULCH HAUL 10P TIL- ROADS SOIL IZER PROW. 70245(5 SOD- SEEDING DING JUTE MATTING ~0 51801 51810 1 52003 52005 52007 52009 52 52 52 52 V 52 52075 52027 52061 52063 52065 52067 52107 52109 1 52147 601 .52149 1 6040 1 6050 60601 60602 60 60 60 60 60 6110 6110 6111 6111 1 61182 6113 6113 6115 6115 6116 6116 61410 61412 61421 61422 61802 62505 62701 62901 63001 63101 62801 C. Y. CY. LF L.F LF I 173 1 1240 314 240 L.F LF L.F L.F L.F 34 LF L.E LF EACH EACH EACH EACH 168 122 20 8 4 2 LF. L.F. EACH L.F EACH S.F 82 110 2 2 C.Y. CA CY. L.F 47 LF LF LF L.F. EACH EACH EACH EACH EACH 2 EACH EACH EACH EACH EACH EACH L.F EACH EACH EACH 84 L. S. S.Y. S.Y CWT S.Y SY 1 11 920 35,550 118 11,500 400 S.Y. 8900 I 2 16 17,500 3 1835 10 75 73 1 1240 1314 240 34 168 122 20 8 4 2 1 82110 2 1 2 1 1835 I10 75 84 I 19120035550 134 Ig9000 400 8900