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APPLICATION FOR PARTIAL PAYMENT
<br />City of Ramsey
<br />
<br />FOX KNOLL 2ND ADDITION
<br />
<br />Ramsey, Minnesota
<br />
<br />John Oliver & Associates, Inc.
<br /> PROJECT NO: [.P. 96-`16
<br /> FILE NO; 7112.20-03
<br />
<br /> DATE: Nov. 4, '1996
<br />
<br />BID SCHEDULE A - Sanilary Sewer
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<br />Connecl 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' Deplh
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<br />8" PVC, SDR 35, 18' lo 20' Depth
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<br />8" PVC, SDR 35, 20' to 22' Depth
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<br />6" 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' to 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' Oepth
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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' Deplh
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<br />Jack-bore 24" Dia. x 0.375" Steel Casing
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<br />Standard Manhole, 48" Dia., 0' to 10'
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<br />Extra Depth 48" Dia. Manhole
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<br />10" x 4" V~/e
<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 />Clearing & Grubbing (Field Change)
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<br />Silt Fence (Field Change)
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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 395,00 12.00 4,752.00 564.00 6,768,00 ~
<br />LF 231.00 14.00 3,234.00 203,00 2,842,00 ~
<br />LF 206.00 16.00 3,296.00 188.00 3,008,00 ~
<br />LF 35.00 20.00 700.00 35.00 700.00
<br />LF 31.00 22.00 682.00 31,00 682.00 ~
<br />LF 10.00 24.00 240.00 10.00 240.00 ~
<br />LF 66.00 14.00 924.00 66,00 924.00 /
<br />LF 16.00 14.00 224.00 i6,00 224.00 /
<br />LF 10.00 14.00 140.00 10,00 140.00 /
<br />LF 11,00 17.00 187.00 11.00 187.00 /
<br />LF 15.00 19.00 285.00 15.00 286.00 ~
<br />LF 229.00 21.00 4,809.00 229,00 4,809.00
<br />LF 3.00 23.00 69.00 9,00 207.00 ~
<br />LF 17.00 15.00 255.00 0,00
<br />LF 17.00 15 00 255.00 4.00 60.00 ~
<br />LF 15.00 15.00 225.00 15.00 225.00 ~
<br />LF 8.00 17.00 136.00 8.00 136.00 t/
<br />LF 8.00 19.00 152.00 8.00 152,00 ~
<br />LF '~0.00 21.00 210.00 I0.00 210.00 ~
<br />LF 56.00 23.00 1,288.00 55,00 `1,265.00 /
<br />LF 71.00 25.00 1,775.00 71.00 1,775.00 /
<br />LF 258.00 50.00 12,900.00 258.00 12,900.00 /
<br />LF 77.00 50.00 3,850.00 77,00 3,850.00 ~
<br />LF 76.00 50.00 3,800.00 76,00 3,800.00 ~
<br />LF 138.00 70.00 9,660.00 140.00 9,800.00 /
<br />LF 119.00 70.00 8,330.00 `119,00 8,330.00 /
<br />LF 140.00 170.00 23,800.00 t40.00 23,800.00/
<br />EA 16.00 t,000.00 16,000.00 16.00 16,000.00/
<br />LF 98.60 65.00 6,409.00 97.96 6,367.40
<br />EA 10,00 75.00 750.00 10.00 750.00 /
<br />EA 36,00 40.00 1,440.00 33,00 1,320.00 ~
<br />LF 1,930.00 7.00 13,510.00 't,977.00 13,839.00
<br />TON 200.00 12.00 2,400.00 32,90 394.80~'"'
<br />LS 1.00 3,000.00 3,000.00 1,00 3,000.00~
<br />LF 500.00 2.00 1,000.00 0.00
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<br />a TOTAL BID SCHEDULE A - Sanitary Sewer
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<br />139,895.00 i36,098,20
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