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APPLICATION FOR PARTIAL PAYMENT
<br />Residential Development, Inc.
<br />
<br />FOX KNOLL 2ND ADDITION
<br />Ramsey, Minnesota
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<br />John Oliver & Associates, Inc,
<br /> PROJECT NO: I.P. 96-16
<br /> FILE NO: 7112.20-03
<br /> DATE: August 7, 1996
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<br />BID SCHEDULE A - Sanitary Sewer
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<br />Connect to Existing Riser & Manhole
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<br />8" PVC, SDR 35, 10' to 12' Depth
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<br />8" PVC, SDR 35, 12' to 14' Depth
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<br />8" PVC, SDR 35, 14' to 16' Depth
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<br />8" PVC SDR 35, 16' to 18' Depth
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<br />8" PVC SDR 35, 18' to 20' Depth
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<br />8" PVC SDR 35, 20' to 22' Depth
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<br />8" PVC SDR 35, 22' to 24' Depth
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<br />10" PVC SDR 35, 0'- 10' Depth
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<br />10" PVC SDR 35, 10' to 12' Depth
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<br />10" PVC SDR 35, 12' to 14' Depth
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<br />10" PVC SDR 35, 14' [o 16' Depth
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<br />10" PVC, SDR 35, 16' to 18' Depth
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<br />10" PVC, SDR 35, 18' to 20' Depth
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<br />10" PVC, SDR 35, 20' to 22' Depth
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<br />10" PVC, SDR 26, 0' - 10' Depth
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<br />10" PVC, SDR 26, 10' to 12' Depth
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<br />10" PVC, SDR 26, 12' to 14' Depth
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<br />10" PVC, SDR 26, 14' to 16' Depth
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<br />10" PVC, SDR 26, 16' to 18' Depth
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<br />10" PVC, SDR 26, 18' to 20' Depth
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<br />10" PVC, SDR 26, 20' to 22' Depth
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<br />10" PVC, SDR 26, 22' to 24' Depth
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<br />10" PVC, SDR 26, 24' to 26' Depth
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<br />10" PVC, SDR 26, 26' to 28' Depth
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<br />10" PVC, SDR 26, 28' to 30' Depth
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<br />10" PVC, SDR 26, 30' to 32' Depth
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<br />10" PVC, SDR 26, 32' to 34' Depth
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<br />Jack-bore 24" Dia. x 0.375" Steel Casing
<br />Standard Manhole, 48" Dia., 0' to 10'
<br />Extra Depth 48" Dia. Manhole
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<br />10" x 4" Wye
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<br />8" x 4" Wye
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<br />4" PVC, SDR 35 Service Pipe
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<br />Crushed Rock Pipe Bedding
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<br />a TOTAL BiD SCHEDULE A - Sanitary Sewer
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<br />LS 1.00 700.00 700.00 1.00 700,00 ¢/' ·
<br />LF 709.00 12.00 8,508.00 534.00 6,408.00,'/
<br />LF 396.00 12.00 4,752.00 564.00 6,768.00 ¢/
<br />LF 231.00 14.00 3,234.00 203.00 2,842.00¢/' I
<br />LF 208.00 16.00 3,298.00 188.00 3,008.00
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<br />LF 35.00 20.00 700,00 35.00 700.00 ¢
<br />LF 31.00 22.00 682,00 31.00 682.00 ~/ I
<br />LF 10.00 24.00 240.00 10.00 240.00 v'"'
<br />LF 66.00 14.00 924.00 66.00 924.00/'
<br />LF 16.00 14.00 224.00 16.00 224'00 v" I
<br />LF 10.00 14.00 140.00 10.00 140.00'.'/'
<br />LF 11.00 17.00 187.00 11.0O 187.00
<br />LF 15.00 19.00 285.00 t5.00 285,00¢/'
<br />LF 229.00 21.00 4,809.00 229.00 4,809.00 ¢'
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<br />LF 3.00 23.00 69,00 9.00 207.00 v/
<br />LF 17.00 15.00 255.00 I
<br />LF 17.00 15.00 255.00
<br />LF 15.00 15.00 225.00
<br />LF 8.00 17.00 136.00 I
<br />LF 8.00 19.00 152.00
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<br />LF 10.00 21.00 210.00
<br />LF 56.00 23.00 1,288.00 50.00 1,150.00 ¢/
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<br />LF 71.00 25.00 1,775.00 65.00 1,625.00 v"' ·
<br />LF 258.00 50.00 12,900.00 234.00 11,700.00,/
<br />LF 77.00 50.00 3,850.00 25.00 1,250.00 v/
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<br /> 76.00 50.00 3,800.00 I
<br />LF
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<br />LF 138.00 70.00 9,660.00
<br />LF I19.00 70.00 8,330.00
<br />LF 140.00 170.00 23,800.00 ·
<br /> EA 16.00 1,000.00 16,000.00 14.00 14,000.00 v/
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<br />LF 98.60 65.00 6,409.00 76.70 4,985.50 ¢/
<br />EA 10.00 75.00 750.00 5,00 375'00¢/ I
<br />EA 36.00 40.00 1,440.00 31.00 1,240.00 ¢/
<br />LF 1,930.00 7.00 13,510.00 1,441.00 10,087.00 ¢'
<br />TON 200.00 12.00 2,400.00 I
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<br /> 135,895.00 74,536.50 v//
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