|
APPLICATION FOR PARTIAL PAYMENT
<br />City of Ramsey
<br />
<br />FOX KNOll 2ND ADDITION
<br />Ramse¥, Minnesota
<br />
<br />John Oliver & Associates,/nc,
<br /> PROJECT NO: I.P. 96-16
<br /> FILE NO: 7112,20-03
<br /> DATE: Sept. 24, '1998
<br />
<br />BID SCHEDULE A - Sanitary Sewer
<br />
<br />1
<br />
<br />2
<br />
<br />3
<br />
<br />4
<br />
<br />5
<br />6
<br />
<br />7
<br />
<br />8
<br />9
<br />10
<br />
<br />11
<br />
<br />12
<br />
<br />13
<br />
<br />14
<br />
<br />15
<br />
<br />16
<br />
<br />17
<br />
<br />18
<br />
<br />19
<br />2O
<br />
<br />2I
<br />
<br />22
<br />
<br />23
<br />
<br />24
<br />
<br />25
<br />
<br />26
<br />
<br />27
<br />
<br />28
<br />
<br />29
<br />
<br />3O
<br />
<br />31
<br />
<br />32
<br />
<br />33
<br />34
<br />
<br />35
<br />
<br />Connect to Existing Riser & Manhole
<br />
<br />8" PVC, SDR 35, 10' to 12' Depth
<br />8" PVC, SDR 35, 12' to 14' Depth
<br />
<br />8" PVC, SDR 35, 14' to 16' Depth
<br />
<br />8" PVC, SDR 35, 16' to 18' Depth
<br />
<br />8" PVC, SDR 35, 18' to 20' Depth
<br />
<br />8" PVC SDR 35, 20' to 22' Depth
<br />
<br />8" PVC SDR 35, 22' to 24' Depth
<br />10" PVC SDR 35, 0'- 10' Depth
<br />
<br />10" PVC SDR 35,
<br />10" PVC SDR35,
<br />10" PVC SDR 35,
<br />10" PVC SDR 35,
<br />10" PVC SDR 35,
<br />10" PVC SDR 35,
<br />10" PVC SDR26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR 26,
<br />10" PVC SDR26,
<br />
<br />10' to 12' Depth
<br />12' to 14' Depth
<br />14' to 16' Depth
<br />16' to 18' Depth
<br />18' to 20' Depth
<br />20' to 22' Depth
<br />0'- 10' Depth
<br />
<br />10' to 12' Depth
<br />12' to 14' Depth
<br />14' to 16' Depth
<br />16' to 18' Depth
<br />18' to 20' Depth
<br />20' to 22' Depth
<br />22' to 24' Depth
<br />24' to 26' Depth
<br />26' to 28' Depth
<br />28' to 30' Depth
<br />30' to 32' Depth
<br />32' to 34' Depth
<br />
<br />Jack-bore 24" Dia. x 0.375" Steel Casing
<br />Standard Manhole, 48" Dia., 0' to 10'
<br />Extra Depth 48" Dia. Manhole
<br />
<br />10" x 4" Wye
<br />
<br />8" x 4"Wye
<br />4" PVC, SDR 35 Se~ice Pipe
<br />Crushed Rock Pipe Bedding
<br />
<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
<br />LF 208.00 16.00 3,296.00 189.00 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 16.00 224.00
<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 16,00 285.00
<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 t 5.00 225.00
<br />LF 8.00 17.00 136.00 8.00 136.00
<br />LF 8.00 19.00 152.00 8.00 162.00
<br />LF 10.00 21.00 210.00 10,00 210.00
<br />LF 56.00 23.00 1,288.00 55.00 1,265.00
<br />LF 71.00 25.00 1,775.00 7t,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 23,800.00 140.00 23,800.00
<br />F__A 16.00 1,000.00 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 75b.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 1,734.00 12,138.00
<br />TON 200.00 12.00 2,400.00 0,00
<br />
<br />a TOTAL BID SCHEDULE A - Sanitary Sewer
<br />
<br />135,895.00 131,002.40
<br />
<br />5O
<br />
<br />Page 3 of 5
<br />
<br />I
<br />I
<br />!
<br />I
<br />I
<br />!
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />
<br />
|