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LINE <br />NO. _ <br />ITEM NO, <br />ITEM DESCRIPTION <br />UNIT <br />TOTAL <br />QUANTITY <br />UNIT COST <br />ESTIMATED COST <br />Culvert No. 5: Rolling Hills Cir <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />N'SQ" <br />y, <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />)Q°' <br />3 oD' <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />Seo <br />90°, <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />5.4° <br />Z- —13.1°D <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />Sj,°' <br />Goff' <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />(„Sy' <br />Sao°o <br />7 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />7gS`." <br />IS7Qd, <br />8 <br />2501.511 <br />1211 RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />S r{ r <br />/ Lad' <br />9 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />22 S'. <br />a7 s- <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />loo <br />("' <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU VD <br />10 <br />Tr: <br />E 7 O'u. <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />57 <br />3 sow <br />Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 5: <br />LINE <br />NO. <br />ITEM NO. <br />- ITEM DESCRIPTION <br />UNIT <br />TOTAL <br />QUANTITY <br />UNIT COST <br />ESTIMATED COST <br />Culvert No. 6: Rolling Hills Cir @ cul de sac <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />LIZ; <br />L{ Sir <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />70`. <br />3(o°' <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />3 "' <br />9 0'° <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />SMC <br />2.St & <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />S'? <br />fn 0 <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />GS'. <br />5.). Ot <br />7 <br />2501.515 <br />18" RC PIPE APRON <br />EACH <br />2 <br />gds tl <br />/ Co9Dr <br />8 <br />2501.511 <br />18" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />Go..1 <br />g0 `V" <br />9 <br />2501.602 <br />TRASH GUARD FOR 18" PIPE APRON <br />EACH <br />1 <br />3YS': <br />3 i s';'" <br />10 <br />2505,601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />1" <br />/" <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU Y0 <br />10 <br />cr 7 ' <br />3 7U-a <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />5_� <br />1 504a <br />Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 6:f <br />i0S Zi..D° <br />