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I <br /> I <br /> I <br /> I <br /> ! <br /> I <br /> ! <br />11 <br /> I <br /> I <br /> I <br /> I <br />,Il <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br />APPLICATION FOR PARTIAL PAYMENT <br />RIVER/47 PLAZA <br /> <br />Ramsay, Minnesota <br /> <br />John Oliver & Associates, Inc. <br /> <br /> FILE NO: 7169.10-03 <br /> <br /> DATE: Nov. 15, 1995 <br /> <br />BID SCHEDULE A- sanitary Sewer <br /> <br />1 8" PVC, SDR 35, All Depths <br /> Existing Manhole,to Manhole 4 <br />2 8" PVC, SDR 35, All Depths <br /> Manhole 4 to Mar~hole 5 <br />3 6" PVC, SDR 35, Ail Depths <br />4 Jack-Bore 18" Casing <br /> <br />5 Standard Manhole Over;Existing Pipe <br />6 Standard Manhole *Field Change <br />7 Crushed Rock Pipe Bedding <br /> <br />LF 549.00 31.60 515.00 16,274.00 <br /> <br />LF 420.00 30.75 420.00 12,915.00 <br /> <br />LF 25.00 10.75 26.00 279.50 <br />LF 90.00 188.00 100.00 18,800.00 <br />EA 1.00 6,500.00 1.00 6,500.00 <br />EA 4.00 1,350.00 4.48 6,048.00 <br />TON 20.00 13.00 0.00 0.00 <br /> <br />a TOTAL BID SCHEDULE A- Sanitary Sewer <br /> <br />60,816.50 <br /> <br />1 <br /> <br />2 <br />3 <br /> <br />4 <br />5 <br /> <br />6 <br /> <br />7 <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />11 <br />12 <br /> <br />13 <br />14 <br /> <br />BID SCHEDULE B - Watermain <br /> <br />8" Wet Tap WNalve <br /> <br />8" DIP, Class 52 <br />6" DiP, Class 52 <br />4" Valve <br />6" Valve <br />8" Valve <br />8" x 4" Tee <br />8" x 6" Tea <br />8"- 11 1/4 Degree Bend <br /> <br />8"- 22 1/2 Degree Bend <br /> <br />8"- 45 Degree Bend <br /> <br />4" Plug <br /> <br />8" Plug <br /> <br />Fire Hydrant w/1.5' Extension <br /> <br />b TOTAL BID SCHEDULE B - Watermain <br /> <br />LS 1.00 2,550.00 1.00 2,550.00 <br />LF 1,110.00 18.80 1,098.00 20,642.40 <br />LF 80.00 11.25 86.00 967.50 <br />EA 3.00 276.00 3.00 828.00 <br />EA 2.00 330.00 2.00 660.00 <br />EA 1.00 559.00 1.00 $59.00 <br />EA 3.00 199.00 3.00 597.00 <br />EA 2.00 210.00 2.00 420.00 <br />EA 1.00 122.00 0.00 0.00 <br />EA 2.00 122.00 3.00 366.00 <br />EA 2.00 122.00 2.00 244.00 <br />EA 3.00 21.00 3.00 63.00 <br />EA 1.00 25.00 1,00 25.00 <br />EA 2.00 1,656.00 2.00 3,312.00 <br /> <br />31,233.90 <br /> <br />Page 4 of 5 <br /> <br /> <br />