USH151-VERONA-AVENUE_T017-2(44) - Laserfiche WebLink

Home Browse Search

ESTI MATE OF QUANTITIES CONTRACT Nal THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN - EDITION OF 1963 GRADING , BASE AND AND SPECIAL PROVISONS AS ATTACHED TO PROPOSALS. GRANU- LAP BACK- FILL TEST ,RDLL- ING P.C, CONCRETE SURFACING B.PR REGION PROJECT SHEET NO. TOTAL SHEETS 4 T 017 2(44) 3 /Z . SE[ TO SEC. STATION , ' NO NET LENGTH OF CENTER LINE CLEARING GRUBBING REMOVING OLD CULVERT STA. REMO REMOV- REMOV-REMOV- ING ING ING ING CURB CONC, PAVE- AND 510E- HENT GUTTER WALK UNCL. EXCAVATION - ROCK MARSH BORROW GRANU- LAP BACK- FILL TEST ,RDLL- ING PREP FOUN- DATION FOR GRANU- LAR SUBBASE COURSE FIN- ISHING ROAD- WAY OBLIT- CONCRETE ADJUSTIN ERATING MASONRY MANHOLE PIPE OLD SIGNAL COVERS RAILING ROAD SUPPORTS, GRAVEL OR CRUSHED STONE BASE COURSE CONCRETE BASE COURSE BITUM. MAT. FOR PRIME COAT BI"TUMINOUS CONCRETE PAVEMENT BITUM MAT FOR SURFACE COURSE CONCRETE ' PAVEMENT 9 lNGH CON- CRETE DRIVE- WAY CON- CRETE HEAD- ER CON - CRETE SURF- ACE DRAINS .CONCRETE PAVEMENT .REIMF' BAR STEEL REINF ITEM Na LUBRI- CATED BRONZE PLATES 20102 20(05 20391 '2040117040f, 20406 20503 20502 20505 20801 20901 21001 211. 2120 21301 21401 1 90001. 61162 1 5130! 30402 30 30 30 4020 40701 40702 40909 409 40935 1 40933 40934 44930 50614 UNIT LIN. FT STA. INDIA STA, IN. DEA L.S. S,Y. L.F. S.Y. &Y CY C_ Y. CY CY C.Y LS. L.S. - 20301 LS STA L.Y. EACH L.F, TON SY SY 5140 TON TON SY SY SY. S.Y C.Y SY LB IL6. SF I M.B.N. LS LF Lk L.F LF LS. LL L.F LF EACH EACH LF SE C, Y. ' L.S. CY CY C.Y L& LB. M.BM L.S. L.F L.F EACH C.Y $81+50-596.38 1488 520, 604- 45163,000 U50 4310 I 3.6 — — 5200 50 4 8350 - 8350 ■�r�■�■r�■�■�■■�■■i■r�■�rr■��■■�■■r��■�■■■�■�r�r�■'��sr�rrrr�■�t�r■■■irr■r■i ■�■�n■�r■■�■■�r■■�■s■■�r■■■�esr■■■rr■■r■��r■■■■■■■■ri■■■mw■■■■■■■■�■■■a� NON PARTICIPATING - - - -" - - - — 8 18 - - - 131 s1. ■■■�■■�■■��■rr�■■■■■■■■■�■■■■r•■■r■■�■■■rr■■r■m■■�■r■■m■■■■■■t■■■i■�■� ■i■��■■■®■■■�■■■■�■�■■■■�r■■�■■r■�■■■■o�■■■■■�r■■■■mm■■��■■�■■■� ■�■■■■■■ ■rte ■iri�■r■rr�■■�■■■1.r■■■■�i■■■r�■r■■■■®■�■�■■��■■�■■a■■■�■■■ ■aw■■ ®� S 1 I I 4,310 TOTAL 1488 520 604 4516 3,000 11,150 I 3.6 B 18 5200 50 1 4 1 8350 131 8350 * I INrl IIIIGC n rV wARTC in - _ __ _ _ - BRIDGES (STRUCTURES OVER 2OFT SPAN) ®®®�®� • 1 _ _ CULVERTS (STRUCTURES 20FT SPAN a UNDER) REMOVE EXCA- SEC. OLD NATION BRIDGE FOR STA STRUC- NO TURES GRANU- CON- LAR CRETE LAR BACK- MASON- FILL RY PRESTRESSED GIRDER BAR STEEL REINF STRUC- TUBAL CARBON STEEL LUBRI- CATED BRONZE PLATES SHEET ZINC TR'T'D. UNTR'D BEAR- LUMBER TIMBER ING AND TEST PADS TIMBER PILING UNTREATED TIMBER PILING DELIV- DRIP- ERED EN TREATED TIMBER PILING DELIV- DRIV- ERED EN CAST N PLACE DON TEST PILIN CAST -IN-PLACE CONCRETE PILING DELIV- ORIV- ERED EN RAIL_ IN FLOOR DRAINS TYPE TYPE DOWN- SPOVT 6" SLOPE PAVING CON- CRETE RIP- RAP . - EXCA- REMOVE NATION OLD FOR CULV T. STRUC- STA. TURES GRANU- CON- LAR CRETE BACK- MASON- FILL RY - BAR STEEL REINF STRUCT- URAL CARBON STEEL TR TD. UN7R D. LU TIMBER AND TEST TIMBER PILING TREATED TIMBER PILING DELI_- DRAY'- EKED EN�y FLOOR DRAINS TYPE RIP -- RAP _ - - 20351 20601 20901 50201 503 503 50501 50601 50614 50616 5062 50702 50801 50810 50813 50816 50820 51001 51010 51015 513 5140 5140 51426 60404 6060 20301 20602 20901 50401 50502 50601 50702 50801 50816 50820 5140 6060 L.S. CY CY C.Y LF L.F LB L8. LB IL6. SF I M.B.N. LS LF Lk L.F LF LS. LL L.F LF EACH EACH LF SE C, Y. ' L.S. CY CY C.Y L& LB. M.BM L.S. L.F L.F EACH C.Y ■�r�■�■r�■�■�■■�■■i■r�■�rr■��■■�■■r��■�■■■�■�r�r�■'��sr�rrrr�■�t�r■■■irr■r■i ■�■�n■�r■■�■■�r■■�■s■■�r■■■�esr■■■rr■■r■��r■■■■■■■■ri■■■mw■■■■■■■■�■■■a� s1. ■■■�■■�■■��■rr�■■■■■■■■■�■■■■r•■■r■■�■■■rr■■r■m■■�■r■■m■■■■■■t■■■i■�■� ■i■��■■■®■■■�■■■■�■�■■■■�r■■�■■r■�■■■■o�■■■■■�r■■■■mm■■��■■�■■■� ■�■■■■■■ ■rte ■iri�■r■rr�■■�■■■1.r■■■■�i■■■r�■r■■■■®■�■�■■��■■�■■a■■■�■■■ ■aw■■ ®� in - _ __ _ _ - • ®®®�®� • 1 _ _ ■�■�■r�r�ir■■■�■■■■■■■■■�■�■sus■�■�®��■ss■■e■r■�■■■ar�■�s�r■■■� ., �■.� ■irr■r�rr■■�ri�rr�■�■r�■��■■■■ ■��r■■�■■■■■�r■r■r�■■i■�ir■�■■■®■r0■�■■ ��r■■r■�■r■■■�■r�■i■�■■■r��s -�■■■■e��e��ri■r■■arrre■s■��■■■■�■rse■se■ ■�r�■�■r�■�■�■■�■■i■r�■�rr■��■■�■■r��■�■■■�■�r�r�■'��sr�rrrr�■�t�r■■■irr■r■i ■�■�n■�r■■�■■�r■■�■s■■�r■■■�esr■■■rr■■r■��r■■■■■■■■ri■■■mw■■■■■■■■�■■■a� s1. ■■■�■■�■■��■rr�■■■■■■■■■�■■■■r•■■r■■�■■■rr■■r■m■■�■r■■m■■■■■■t■■■i■�■� ■i■��■■■®■■■�■■■■�■�■■■■�r■■�■■r■�■■■■o�■■■■■�r■■■■mm■■��■■�■■■� ■�■■■■■■ ■rte ■iri�■r■rr�■■�■■■1.r■■■■�i■■■r�■r■■■■®■�■�■■��■■�■■a■■■�■■■ ■aw■■ ®� in