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PROJ: 2010 182ND AVE STORM SEWER IMP <br />CITY: ELK RIVER <br />ENG: BDM CONSULTING <br />BID ON: <br />ADD. #1 ADD 1 -DATED <br />ADD. #2 ADD 2 -DATED <br />ADD. #3 ADD 3 -DATED <br />ITEM DESCRIPTION <br />UNIT 0 UNIT PRC U P TOTAL <br /> SCHEDULE1-STREET <br />1 MOBILIZATION LS <br />2 REMOVE CONCRETE CURB LF <br />3 REMOVE CONCRETE WALK SF <br />4 REMOVE CONCRETE PAVEMENT SY <br />5 REMOVE BITUMINOUS PAVEMENT (P) SY <br />6 SAWING BITUMINOUS PAVEMENT LF <br /> (FULL DEPTH) <br />7 SALVAGE AGGREGATE SY <br />8 MILL BITUMINOUS SURFACE (1.5") SY <br />9 TYPE MV3 WEAR COURSE MIXTURE TON <br /> (MVWE35035B) <br />10 TYPE LV3 NON-WEARING COURSE TON <br /> MIXTURE (LVNW35030B) <br />11 BITUMINOUS MATERIAL FOR TACK GAL <br /> COAT <br />12 ADJUST FRAME AND RING CASTING EA <br />13 4" CONCRETE SIDEWALK SF <br />14 CONCRETE CURB AND GUTTER 28" LF <br /> SURMOUNTABLE <br />15 8" CONCRETE VALLEY GUTTER SY <br />16 8" CONCRETE VALLEY GUTTER EA <br /> TRIANGULAR SECTION <br />17 TRUNCATED DOMES (PEDESTRIAN EA <br /> CURB RAMP) <br />18 TRAFFIC CONTROL LS <br />19 INLET PROTECTION EA <br /> SCHEDULE 1 -STREET TOTAL <br /> SCHEDULE 2 -STORM <br />20 REMOVE SEWER PIPE (STORM) LF <br />21 4" PERF TP PIPE DRAIN LF <br />22 12" RC PIPE SEWER DES 3006, CL V LF <br />23 CONNECT TO EXISTING DRAINAGE EA <br /> STRUCTURE <br />24 CONST DRAINAGE STRUCTURE EA <br /> DESIGN 48-4020 <br />25 REPAIR DRAINAGE STRUCTURE EA <br /> SCHEDULE 2 -STORM TOTAL <br />1 <br />108 <br />68 <br />21 <br />371 <br />232 <br />$5,800.00 <br />$7.00 <br />$1.00 <br />$10.00 <br />$7.00 <br />$4.00 <br />136 $4.00 <br />113 $13.20 <br />47 $122.10 <br />47 $119.90 <br />20 $3.30 <br />3 $400.00 <br />68 $6.25 <br />108 $17.60 <br />5 $55.00 <br />2 $550.00 <br />1 $528.00 <br />1 $500.00 <br />6 $150.02 <br />103 <br />189 <br />194 <br />3 <br />$10.00 <br />$17.88 <br />$40.29 <br />$750.00 <br />$5,800.00 <br />$756.00 <br />$68.00 <br />$210.00 <br />$2,597.00 <br />$928.00 <br />$544.00 <br />$1,491.60 <br />$5,738.70 <br />$5,635.30 <br />$66.00 <br />$1,200.00 <br />$425.00 <br />$1,900.80 <br />$275.00 <br />$1,100.00 <br />$528.00 <br />$500.00 <br />$900.12 <br />$30,663.52 <br />$1,030.00 <br />$3,379.32 <br />$7,816.26 <br />$2,250.00 <br />1 $1,905.00 $1,905.00 <br />3 $500.00 $1,500.00 <br />$17,880.58 <br />BASE BID SUMMARY TOTAL $48,544.10 <br />