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14 1" Coup., Stop & Box LS <br />15 1" Copper Service Pipe LF <br /> <br />b TOTAL BID SCHEDULE <br /> <br />B -Watermain <br /> <br />BID SCHEDULE C - Storm Sewer <br /> <br />1 15" RCP, Class 5 LF <br />2 15" R.C. Apron . . EA <br />3 Catchbasin, 27" Dia. EA <br />4 Manhole, 48" Dia. EA <br />5 Rip Rap CY <br />6 Geotextile Fabric (MnDOT Type III) SY <br /> <br />c TOTAL BID SCHEDULE C - Storm Sewer <br /> <br />BiD SCHEDULE D - Streets <br /> <br />1 2104.505 Remove Bituminous Pavement SY <br />2 2130.501 Water M GAL <br />3 221t.503 Aggregate Base Placed, Class 5 TON <br />4 2331.525 Type 41 WEA50055Y Wear TON <br /> Course Mixture <br />5 2531.501 Concrete Curb & Gutter, Type LF <br /> Mountable <br />6 2573.501 Bale Check EA <br />7 0575.501 Seeding AC <br /> <br />d TOTAL BID SCHEDULE D - Streets <br /> <br />BID SCHEDULE E <br /> <br />1 2 Scrapers To Add Sand Fill From Lots To LS <br /> Bring Subgrade Up To Grade, 10 Hours <br /> <br />e TOTAL BiD SCHEDULE E <br /> <br />BID SUMMARY <br /> <br />a TOTAL BID SCHEDULE A - Sanitary Sewer <br />b TOTAL BID SCHEDULE B ~ Watermain <br />c TOTAL BID SCHEDULE C - Storm Sewer <br />d TOTAL BID SCHEDULE D - Streets <br />e TOTAL BID SCHEDULE E <br /> <br />t TOTAL <br /> <br /> 22.00 <br /> 840.00 <br /> <br /> 362.00 <br /> 2.00 <br /> 2.00 <br /> 1.00 <br /> 8.00 <br /> 8.00 <br /> <br /> 350.00 <br /> 2O.0O <br /> 785.00 <br /> 420.00 <br /> <br />2,360.00 <br /> <br /> 30.00 <br /> 1.00 <br /> <br /> 1.00 <br /> <br />Page 5 of 5 <br /> <br /> 85.00 <br /> 6.00 <br /> <br />19.00 <br />580.00 <br />800.00 <br />1,200.00 <br />50.00 <br />10.00 <br /> <br /> 1.60 <br /> 10.00 <br /> 6.85 <br /> 25.75 <br /> <br /> 6.50 <br /> <br /> 10.00 <br />1,000.00 <br /> <br />1,740.00 <br /> <br /> 22.00 <br /> 840.00 <br /> <br /> 362.00 <br /> 2.00 <br /> 2.00 <br /> 1.00 <br /> 18.00 <br /> 61.00 <br /> <br /> 300.00 <br /> <br /> 0.00 <br /> 776.82 <br /> 453.00 <br /> <br />2,358.00 <br /> <br /> 0.00 <br /> 0.00 <br /> <br /> 1.00 <br /> <br /> 1,870.00 <br /> 5,040.00 <br /> <br /> 32,322.60 <br /> <br /> 6,878.00 <br /> 1,160.00 <br /> 1,600.00 <br /> 1,200.00 <br /> 900.00 <br /> 610.00 <br /> <br /> 12,348.00 <br /> <br /> 480.00 <br /> 0.00 <br /> 6,321.22 <br /> 11,922.25 <br /> <br /> t~,327o00 <br /> <br /> 0.00 <br /> 0.00 <br /> <br /> 33,050.4'/' <br /> <br /> 1,740.00 <br /> 1,740.00 <br /> <br /> 39,~40.00 <br /> 32,322.50 <br /> 12,348.00 <br /> 33,050.47 <br /> 1,740.00 <br /> <br />119,000.97 <br /> <br />I <br />I <br />I <br /> I <br /> I <br /> I <br /> I <br />I <br /> I <br />I <br /> <br /> I <br /> <br /> I <br /> I <br /> I <br /> I <br />I <br />I <br /> <br /> <br />