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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 />11110" <br />_LgiL C' <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />9' <br />Lb <br />t7cj <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQ YD <br />30 <br />lam`"' <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />tio <br />`c' <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />16 <br />i 2" <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />578 ' <br />7 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />% <br />trot) <br />8 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />te <br />9 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />C"° <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL 111 RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 5: <br />7 04%. <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 />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />9' <br />z_70't <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQ YD <br />30 <br />Ab5-Tj "' <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />7 <br />2501.515 <br />18" RC PIPE APRON <br />EACH <br />2 <br />'MC al <br />8 <br />2501.511 <br />18" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />72&, <br />9 <br />2501.602 <br />TRASH GUARD FOR 18" PIPE APRON <br />EACH <br />1 <br />976 <br />"'170'' <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE W000 FIBER <br />LIN FT <br />30 <br />Ex> <br />c <br />1, <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at a I times, CL 111 RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 6: base*' <br />