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0 <br />LINE <br />NO. <br />ITEM N0. <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 />IZI°' <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />56 <br />3 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />20 <br />4 <br />2451.509 <br />AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) <br />CU YD <br />15 <br />5 <br />2501.515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />.v <br />6 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />LIN FT <br />56 <br />3frib <br />7 <br />2501.602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />1 <br />a., <br />8 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />..w&';� <br />IVO <br />9 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />c.v <br />10 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />c) <br />6 <br />u <br />(8o <br />Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower upstream culvert <br />Comments invert 1 foot below existing invert, CL III RIP RAP AT DOWNSTREAM END ONLY <br />SUB TOTAL CULVERT 3: <br />t(78Z °-- <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. 4: Rolling Hills Cir <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />L`O`t' <br />INCO) <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LIN FT <br />30 <br />9 <br />Z -7E7 <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQYD <br />30 <br />4 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />50 <br />5 <br />2211.501 <br />AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM <br />TON <br />12 <br />lc' <br />102t'" <br />6 <br />2451.509 <br />AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) <br />CU YD <br />14 <br />(2+�-+ <br />(179�'' <br />7 <br />2501,515 <br />12" RC PIPE APRON <br />EACH <br />2 <br />%ftp <br />fes.: <br />8 <br />2501.511 <br />12" RC PIPE CULVERT DESIGN 3006 CL V <br />UN FT <br />30 <br />6€3cl". <br />9 <br />2501,602 <br />TRASH GUARD FOR 12" PIPE APRON <br />EACH <br />1 <br />10 <br />2505.601 <br />UTILITY COORDINATION <br />LUMP SUM <br />1 <br />il(.1.+ <br />11 <br />2511.501 <br />RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) <br />CU YD <br />10 <br />12 <br />2573.533 <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />LIN FT <br />30 <br />1 ll0 <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 4: <br />