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Miller Excavating, Inc. <br />3636 Stagecoach Tr. N. <br />LINE <br />NO. <br />55082 <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 />C -NO" <br />IMO r" <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />60 <br />cx� <br />51j0 <br />3 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />( (0 <br />` <br />77,9 t#' <br />4 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />'7J, D`0 <br />Ls <br />5 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />60 <br />�JpJ <br />ZJ ID8OCc' <br />_i,%(eg> <br />6 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />ail <br />7 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />6100 <br />6`7o <br />Comments Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times acri <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 />ji'yot.v.) <br />�CJel22--a' <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />58 <br />3 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />20 <br />L5-41' <br />4 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />b. <br />5 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />i 7 `� <br />6 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />58 <br />,. ,,, ez <br />r?4 441 <br />7 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />`i-, <br />8 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />( ceaw <br />9 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />_ CU YD <br />20 <br />its <br />90 <br />r-- <br />lea) <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at a !times, Lower culvert 1 foot beIo q <br />Comments existing inverts, Class III Rip Rap @ both ends 10c <br />SUB TOTAL CULVERT 2: <br />+ <br />'kn%- 1NUofig1P. <br />