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<br />APPLICATION FOR PARTIAL. PAYMENT
<br />city of Ramsey
<br />MCKINLEY STREET NW & AZURITE STREET NW
<br />
<br />Ramsey, Minnesota
<br />
<br />BID SCHEDULE A - Sanitary Sewer
<br />
<br />UNIT
<br />
<br />CONTRACT
<br />QUANTITY
<br />
<br />: 'UNIT-
<br /> PRICE
<br />
<br />John Oliver & Associates, Inc.
<br /> PROJECT NO: I.P. 86-23
<br />
<br /> FILE NO: 7356.10.03
<br /> DATE: June 3, 1997
<br />
<br />CO~q~RAcf :. · :QuAKq:iTY :" .. .AMOUNT
<br /> :AMOUNT · TO DATE':-. ' TO DATE
<br />
<br /> 1 Connect to Existing Manhole & Riser LS 2.00 1,500.00 3,000.DO 2.00 3,000.00
<br /> I 2 8" PVC, SDR 35, B' to 10' Depth LF 29.00 13.00 377.00 26.00 338.00
<br /> 3 8" PVC, SDR 35, 10' to 12' Depth LF 378.00 13.00 4,914.00 378.00 4,914.00
<br /> 4 Standard Manhole, 48" Die,, 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 7.96 676.60
<br /> !
<br /> 6 8" x 6" VVye EA 3.00 50.00 150.00 3.00 150.00
<br />
<br /> 7 6" PVC, SDR 35 Service Pipe LF 115.00 12.00 1,380.00 95.00 1,140.00
<br />I 8 B" Plug/6" Plug EA 5.00 25.00 '[25.00 6.00 150.00
<br /> I 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 2,584.00 152.00 2,584.00
<br /> 12 DewateHng LS 1.00 5,000.00 5,000.00 1.00 5,000.00
<br />
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />
<br />BID SCHEDULE B - Watermain
<br />
<br /> 1 Cut Into Existing 8" Watermain WFI ee & Sleeve
<br /> · 2 6" Wet Tap On Existing 8" Watermain
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<br /> 3 8" DJ.P. Class 52
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<br /> 4 6" D.I.P., Class 52
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<br /> 5 8" VaNe
<br />
<br /> I 6 6" Valve
<br />
<br /> 7 Hydrant
<br /> 8 8" x 8"Tee
<br /> 9 8"x6"Tee
<br />' [] 10 8"-11 l/4 Degree Bend
<br /> 11 8" Plug
<br /> 12 6" Plug
<br />
<br /> 13 8" Bends
<br /> I 14 3"Insulation
<br /> 15 Relocate Hydrant WNalve
<br /> 16 6~x6" Tee
<br />
<br />TOTAL BID SCHEDULE B - Walermaln
<br />
<br />27,999.10 27,789.40
<br />
<br />mb
<br />
<br />I 1
<br /> 2
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<br />BID SCHEDULE C - Storm Sewer
<br />
<br />EA 1.00 1,200.00 1,200.00 1.00 1,200.00
<br />LS 3 .DO 1,2DO.DO 1,200.DO 1.00 1,200.00
<br />LF 605.00 18.25 11,041.25 605.00 t 1,041.25
<br />LF I30.00 15.50 2.015.00 121.00 1,875.50
<br />EA 2.00 6DO.O0 1,200.00 2.00 1,200.00
<br />EA 5.00 400.00 2,000.00 5.00 2,000.00
<br />EA 2.00 1,300.00 2,600.00 2.00 2,600.00
<br />EA 1.00 1 ,GO.DO 150.DO 1.00 150.00
<br />EA 3.00 150.00 450.00 3.00 450.00
<br />EA 2.00 110.00 220.00
<br />EA 2.00 4O.DO 80.00 'l.00 40.00
<br />EA 2.00 30.00 60.00 1.00 30.00
<br />EA 6.00 100.00 600.00 4.00 400.00
<br />SF 384.00 2.00 768.00 384.00 768.00
<br />EA 2.00 1,050.00 2,100.00 2.00 2,100.00
<br />EA 1.00 150.00 150.00 1.00 150.00
<br />
<br />I 3
<br /> 4
<br />
<br />I7
<br />
<br />25,834.25 25,204.75
<br />
<br />12' RCP, Class 5 LF 101.00 l&O0 1,818.00 100.00 t,800.00
<br />36" RCP, Class 3 LF 1,022.00 50.00 51,100.00 1,115.00 55,750.00
<br />36' RC Apron W/Trashguard EA 1.00 1,600.00 1,600.00 1.00 t,600.00
<br />Catchbasin, (24" x 36") EA 2.00 800.00 1,600.00 2.00 t,600,00
<br />Manhole 60" Diameter (Depth Varies) EA 4.00 2,500.00 10,000.00 4.00 10,000.00
<br />Manhole 72" Dlameler (Depth Varies) EA 2.00 2,600.00 5,200.00 2.00 5,200,00
<br />Grouted Rip Rap Class 2 SY 30.00 30.00 900.00 30.00 g00,00
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<br />Page 3 o[ 4
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<br />c TOTAL BID SCHEDULE C o Slorm Sewer
<br />
<br />72,218.00 76,850.00
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