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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, 3: Rolling Hills & W Bald Eagle Blvd <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />//OM*** °O <br />/t X00 " <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />56 <br />ia.0° <br />Za °• <br />3 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />20 <br />' I. <br />°0 <br />4 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />55.e° <br />_QUO. <br />g#11.°° <br />5 <br />2501.51.5 <br />12" RC PIPE APRON <br />EACH <br />2 <br />750.60 <br />4,56o,00 <br />6 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />56 <br />6,9, 00 <br />315-8.4/.6" <br />7 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />350 .°° <br />,3SO. 1 ° <br />8 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />/d, •• <br />/DO. •0 <br />9 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />90.9° <br />900, ®° <br />10 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />5.8° <br />/370..0 <br />Tie last three joints on each end of culvert, Includes traffic Control, <br />Comments invert 1 foot below existing invert, CL 111 RIP RAP AT DOWNSTREAM <br />one lane remains <br />END ONLY <br />open at all <br />times, Lower upstream culvert <br />SUB TOTAL <br />CULVERT 3: <br />9/ /, 0 0 <br />LINE <br />NO. 1 ITEM NO. 1 <br />ITEM DESCRIPTION <br />UNIT <br />TOTAL <br />QUANTITY <br />UNIT COST <br />ESTIMATED COST <br />Culvert No. 4: Roiling Hills Cir <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />If 000. 00 <br />4 OW, °° <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />a. °0 <br />3�0, •d <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />G.°° <br />/ $0 " <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />9, " <br />ReV. " <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />a," <br />/32•00 <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) <br />CU YD <br />14 <br />SS.,•a <br />770, °0 <br />7 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />750.08 <br />// so. °o <br />8 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />78' •°° <br />.21 3W. °''' <br />9 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />3550, o0 <br />00 <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />M9. ®° <br />460. a® <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />P." <br />90D. •o <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />S. °® <br />/50.0° <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 4:, 7, 98,2." <br />