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ru <br />LINE <br />NO. <br />ITEM NO. <br />ITEM DESCRIPTION <br />UNIT <br />TOTAL <br />QUANTITY <br />UNIT COST <br />r( <br />ESTIMATED COST <br />Culvert No. 7: Reisling Road <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />`7 q0 t' <br />�A g' <br />"L`IA`2W <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />40 <br />y <br />tA —bo <br />3 <br />2104.603 <br />ABANDON PIPE SEWER (STORM) <br />LIN FT <br />10 <br />a <br />;,5 <br />3 <br />4 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQVD <br />30 <br />ISV <br />5 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />11 <br />6 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />15'1° <br />190 <br />7 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />GJ <br />51"N ev <br />8 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />1d$ <br />9 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />50 <br />4 7- <br />10 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />11 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />�iG76,mx <br />�-- <br />12 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />13 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />6 ,-- <br />1 's6' ..- <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, LOWER CULVERT 1 FOOT <br />FROM EXISTING INVERTS, RELOCATE SOUTH END TO AVOID TREES. ABANDON SOUTH END OF EXISTNG PIPE SEWER TO AVOID <br />Comments REMOVING TREES, CL III RIP RAP AT DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 7: WWI, "' <br />