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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. 7: Relsling Road <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />4000. °° <br />6 DDD, ®' <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />40 <br />1-1t1). 6° <br />3 <br />2104.603 <br />ABANDON PIPE SEWER (STORM) <br />LIN FT <br />10 <br />)a,® <br />ia•'° <br />1a0 °u <br />4 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQ YD <br />30 <br />4, °' <br />iso ,°° <br />5 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />.S/, *0 <br />00 <br />6 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />ll, a0 <br />J 362, °n <br />7 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />5-5. p° <br />/igd," <br />8 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />750. p0 <br />f, .9) o. 00 <br />9 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />50 <br />G9, 00 <br />3, y,56. 00 <br />10 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />35'0, jd <br />35 °6 <br />11 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />/Q®, ®o <br />A®®, °O <br />12 <br />2511.501 <br />RANDOM RIPRAP CLASS 0I (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />7d. °' <br />9a®. ®° <br />13 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />.5. °°pO <br />fSO. <br />Tie last three Joints on each end of culvert, Includes traffic Control, one Zane 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 7:1 g, doa. °° <br />