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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 />9500° <br />4Su' <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />56 <br />fl]", <br />56 3'' <br />3 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />20 <br />q ",;' <br />(D0a° <br />4 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />(.o St <br />9 7$" <br />5 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />7 35"' <br />( 57 off <br />6 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />56 <br />SI°.' <br />3021-k "' <br />7 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />).?S, <br />2->s" <br />8 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />(" <br />/" <br />9 <br />2511.501 <br />RANDOM RIPRAP CLASS in (INCL. GEO. FABRICTYPE IV) <br />CU YD <br />10 <br />cc 7- <br />2- 7 c- <br />10 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />5+ <br />1 50e-2 <br />Tle last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower upstream culvert <br />Comments Invert afoot below existing invert, CL ill RIP RAP AT DOWNSTREAM END ONLY <br />SUR TOTAL CULVERT 3: <br />7 9 7 Sd4 <br />LINE <br />NO. <br />ITEM NO. <br />ITEM DESCRIPTION <br />UNIT <br />TOTAL <br />QUANTITY <br />UNIT COST <br />ESTIMATED COST <br />_ <br />Culvert No. 4; Rolling Hllis Clr <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />v{ STS <br />4 Soc.' <br />2 <br />2104301 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />i0'- <br />30(r <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />3:' <br />9k <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />S"° <br />23°O <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />57 <br />10 t)..' <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) <br />CU YD <br />14 <br />cos"' <br />9 /0" <br />7 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />7 35'" <br />1 S70" <br />8 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />51 I:" <br />((B ZQ'r <br />9 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />(XIS'. <br />1,1 S" <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />)" <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />137°3 <br />2 ? 0 <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />5µ <br />1Sf`bb <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane rem ins open at a I times, CL III RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 4: <br />bsy4 <br />