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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. 5: Rolling Hills Cir <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />Leo,- <br />4 Qp®. °O <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />AR*" <br />36® °0 <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />6." <br />/94, op <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />y, Q0 <br />QV°, 60 <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />11, 00 <br />/3a• °d <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />5:5-.8a <br />91/.0, °' <br />7 <br />2501,515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />75o. °0 <br />5-'.4,,°''' <br />8 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />78. £" <br />.2.3140.° <br />9 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />35P, °D <br />35® s° <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />IDD. ®° <br />/d0, " <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />%®. °° <br />740.1° <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />5.0' <br />/� ®° <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 5: <br />7/ 452 O° <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. 6: Rolling Hills Cir @ cul de sac <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />/, eaj, pO <br />Lam, °° <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />/a. ° ° <br />1" <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />4 .06 <br />-.3100, <br />180.°° <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />y, GC <br />ado, °0 <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />//, °° <br />/AR.'" <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />8 <br />53-• 0° <br />"O p0 <br />7 <br />2501.515 <br />18" RC PIPE APRON <br />EACH <br />2 <br />SO. °O <br />/7 Gam, pA <br />8 <br />2501.511 <br />18" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />30 <br />83, oo <br />c2' ttl®d, °tl <br />9 <br />2501.602 <br />TRASH GUARD FOR 18" PIPE APRON <br />EACH <br />1 <br />150, ®° <br />VSO. °° <br />10 <br />2505,601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />Na. °' <br />/ID, ° ° <br />11 <br />2511,501 <br />RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />9v. °° <br />9®®. °' <br />12 <br />2573.533 SEDIMENT <br />CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />.5. °® <br />/.5®, °0 <br />Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT <br />Comments DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 6:1 S, 1,3",2,6° <br />