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APPLICATION FOR PARTIAL PAYMENT
<br />City of Ramsey
<br />
<br />MCKINLEY STREET NW & AZURITE STREET NW
<br />
<br />Ramsey, Minnesota.
<br />
<br />John Oliver & Associates, inc.
<br /> PROJECT NO: I.P, 96.23
<br />
<br /> FILE NO: 7355.'10-03
<br /> DATE: August 1, 1997
<br />
<br />BID SCHEDULE A - Sanitary Sewer
<br />
<br />1 Connect to Existing Manhole & Riser LS 2.00 1,500.00 3,000.00 2.00 3,000,00
<br />2 8" PVC, SDR 35, 8' to 10' Depth LF 79.00 13.00 1,027.00 78.00 968.00
<br />3 8" PVC, SDR 35, 10' to 12' Depth LF 486.00 13.00 6,318.00 486.00 6,318.00
<br />4 Standard Manhole, 48" Dia., 0' to 10' EA 5.00 1,600.00 8,000.00 5.00 8,000.00
<br />5 Extra Depth 48" Dia. Manhole LF 8.46 85.00 719.10 7.98 676.60
<br />6 8" x 6" Wye EA 3.00 50.00 150.00 :~.00 150.00
<br />7 6" PVC, SDR 35 Service Pipe LF 115.00 12.00 1,380.00 95.00 .1,140.00
<br />8 6" Plugl6" Plug EA 5.00 25.00 125.00 6.00 t50.00
<br />9 Crushed Rock Pipe Bedding TN 40.00 10,00 400.00 48.68 486.80
<br />10 8" PVC, SDR 35, 12-14' Depth LF 90.00 15.00 1,350.00 90.00 1,350.00
<br />11 8" PVC, SDR 35, 14-16' Depth LF 152.00 17.00 2,584.00 152.0D 2,584.00
<br />12 Dewatering LS 1.00 5,000.00 5,000.00 1.00 5,000.00
<br />
<br />a TOTAL BID SCHEDULE A - Sanitary Sewer
<br />
<br />29,B43.40
<br />
<br />BID SCHEDULE B - Watermain
<br />
<br />1 Cut Into Existing 8" Watermain W/Tee & Sleeve EA 1.00 1,200.00 1,200.00 1,00 1,200.00
<br />2 6" Wet Tap On Existing 8" Watermaln LS 1.00 1,200.00 1,200.00 1.0O 1,200.00
<br />3 8" DJ,P. Class 52 LF 605.00 16.25 11,041.25 605.00 '1t,041.25
<br />4 6" DJ.P. Class 52 LF 130.00 15.50 2,015.00 121.00 1,875.50
<br />5 8" Valve EA 2.00 600.00 1,200.00 2.00 '1,200.00
<br />6 6" Valve EA 5.00 400.00 2,000.00 5.00 2,000.00
<br />7 Hydrant EA 2.00 1,300.00 2,600.00 2.00 2,600.00
<br />8 8" x 8" Tee EA 1.00 150.00 150.00 '1.00 '150.00
<br />9 8" x 6" Tee EA 3.00 150.00 450.00 3.00 450.00
<br />10 8" - 11 1/4 Degree Bend ,FA 2.00 110.00 220.00 0,00
<br />11 8" Plug E_A, 2.00 40.00 80.00 1.00 40.00
<br />12 6" Plug EA 2.00 30.00 60.00 '1.00 30.00
<br />13 8" Bends EA 6.00 100.00 600.00 4.00 400.00
<br />14 3" Insulation SF 384.00 2.00 768.00 364.00 768.00
<br />15 Relocate HydmntW/Valve FcA 2.00 1,050.00 2,100.00 2,00 2,t00.00
<br />16 6"x6" Tee EA 1.00 150.00 150.00 1.00 '150.00
<br />
<br />b TOTAL BID SCHEDULE B - Watermain
<br />
<br />25,204.75
<br />
<br />BID SCHEDULE C - Ston-n Sewer
<br />
<br />1 12" RCP, Class 5 .LF 101.00 18.00 1,818.00 100.00 '1,800.00
<br />2 36" RCP, Class 3 LF 1,022.00 50.00 51,100.00 1,115.00 55,750.00
<br />3 36" RC Apron W/Trashguard EA 1.00 1.600.00 1,600.00 1.00 1,600.00
<br />4 Catchbasin, (24" x 36") EA 2.00 800.00 1,600.00 2.00 '1,600.00
<br />5 Manhole 60" Diameter (Depth Varies) E-A 4.00 2,500.00 10,000.00 4.00 10,000.00
<br />6 Manhole 72" Diameter (Depth Varies) EA 2.00 2,600.00 5,200.00 2.00 5,200.00
<br />7 Grouted Rip Rap Class 2 SY 30.00 30.00 900.00 30.00 900.00
<br />
<br />c TOTAL BID SCHEDULE C - StonTt Sewer
<br />
<br />76,850.00
<br />
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