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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. 1: Woodchuck Cir & W Bald Eagle Blvd <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />I O O oo <br />'t 000, °° <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />60 <br />I a, O° <br />lab, °° <br />3 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />55,°° <br />&75.a° <br />4 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />750,00 <br />h SOD, .0 <br />5 <br />2501,511 <br />2501.602 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />TRASH GUARD FOR 12" PIPE APRON <br />LIN FT <br />EACH <br />60 <br />1 <br />6 4/.6° <br />350, O° <br />3 IL/0. °° <br />350,1° <br />6 <br />7 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />°n <br />MX). <br />/�j .° <br />Comments Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times 8..1335..0 <br />SUB TOTAL CULVERT 1: <br />$0.00 <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, 2: Partridge Ct & W Bald Eagle Blvd <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />LWWO, oO <br />b_000..° <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />58 <br />,2 ,°o <br />694. j° <br />3 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />20 <br />//, " <br />a20, °° <br />4 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />55-40 <br />say, °o <br />5 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />750, 00 <br />/, SOD . °° <br />6 <br />2501.511. <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />58 <br />L Ob <br />2 'N. ° ° <br />7 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />3S0, °a <br />350, °' <br />8 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />100, 6° <br />ADD, sd <br />9 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />20 <br />co 00 <br />9, 800, ° ° <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower culvert 1 foot below <br />Comments existing inverts, Class 111 Rip Rap @ both ends <br />SUB TOTAL CULVERT 2: <br />1.0, 03. 8° <br />