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14 <br /> <br />b <br /> <br />iC <br /> <br />2 <br /> <br />d <br /> <br />a <br /> <br />d <br /> <br />it <br /> <br />1" Coup., Stop & Box LS 22.00 85.00 22.00 <br />1" Copper Service Pipe LF 840.00 6.00 840.00 <br /> <br />TOTAL BID SCHEDULE B- Watermain <br /> <br />BID SCHEDULE C - Storm Sewer <br /> <br />15" RCP, Class 5 LF 362.00 <br />15" R.C Apron EA 2.00 <br />Catchbasin, 27" Dia. EA 2.00 <br />Manhole, 48" Dia. EA 1.00 <br />Rip Rap CY 8.00 <br />Geotextile Fabric (MnDOT Type III) SY 8.00 <br /> <br />TOTAL BID SCHEDULE C ~ Storm Sewer <br /> <br />BID SCHEDULE D - Streets <br /> <br />19.00 <br />580.00 <br />800.00 <br />1,200.00 <br />50.00 <br />10.00 <br /> <br />362.00 <br /> 2.00 <br /> 2.00 <br /> 1.00 <br /> 18.00 <br /> 61.00 <br /> <br />2104.505 Remove Bituminous Pavement SY 350.00 1.60 300.00 <br />2130.501 Water M GAL 20.00 10.00 0.00 <br />2211.503 Aggregate Base Placed, Class 5 TON 785.00 6.85 776.82 <br />2331.525 Type 41 WEA50055y Wear TON 420.00 25.75 463.00 <br /> Course Mixture <br />2531.501 Concrete Curb & Gutter, Type LF 2,360.00 6.50 2,358.00 <br /> Mountable <br />2573.501 Bale Check EA 30.00 10.00 0.00 <br />0575.501 Seeding AC 1.00 1,000.00 0.00 <br /> <br />TOTAL BID SCHEDULE D - Streets <br /> <br />BID SCHEDULE E <br /> <br />2 Scrapers To Add Sand Fill From Lots To <br /> <br /> Bring Subgrade Up To Grade, 10 Hours <br /> <br />e TOTAL BID SCHEDULE E <br /> <br />BID SUMMARY <br /> <br />LS <br /> <br />1.00 <br /> <br />Page 5 of 5 <br /> <br />TOTAL BID SCHEDULE A - Sanitary Sewer <br /> <br />TOTAL BID SCHEDULE B - Watermain <br />TOTAL BID SCHEDULE C - Storm Sewer <br />TOTAL BID SCHEDULE D - Streets <br />TOTAL BiD SCHEDULE E <br /> <br />1,740.00 <br /> <br />TOTAL <br /> <br />1.00 <br /> <br />1,870.00 <br />5,040.00/ <br /> <br />32,322.50 <br /> <br />6,878.00 v/ <br />1,160.00/ <br /> ,600.00 ,/ <br />1,2oo.oo/ <br /> 900.00 / <br /> 61o.oo / <br /> <br />12,348.00 / <br /> <br /> 480.00 / <br /> 0.00 <br /> 5,32t.22/* <br />11,922.25 ¢' <br /> <br />15,327.00/ <br /> <br /> 0.00 <br /> O.OO <br /> <br />33,050.47 v/' <br /> <br />1,740.00/ <br /> <br />1,740.00 <br /> <br />39,540.00 v'/ <br />32,322.50 v/ <br />12,348.00 V/ <br />33,050.47¢/ <br /> 1,740.00 '/ <br /> <br />119,000.97j <br /> <br /> <br />