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<br />APPLICATION FOR PARTIAL PAYMENT
<br />Ramsey Improvement Project
<br />City of Ramsey
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<br />John Oliver & Associates, Inc.
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<br /> FILE NO: 7098.10.03
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<br />DATE: Nov. 1, 1995
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<br />BID SCHEDULE A - Sanitary Sewer
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<br />1 Connect To Existing Pipe LS 1.00 2,110.00 1.00 2,110.00
<br />2 30" RCP, Cl. 5, 18-22'iDeep LF 4,190.00 97.00 2,124.00 206,028.00
<br />3 30" RCP, Cl. 5, 22-26'iDeep LF 175.00 98.00 178.00 17,150.00
<br />4 30" RCP, CI. 5, 26-30:Deep LF 85.00 99.00 85.00 8,416.00
<br />5 30" RCP, CI. 5, 30-341Deep LF 140.00 100.00 140.00 14,000.00
<br />6 Standard MH, O-8' De~p, 60" Dia. EA 10.00 1,900.00 6.00 11,400.00
<br />7 Standard MH, 0-8' Deep, 72" Dia. EA 3.00 2,200.00 2.00 4,400.00
<br />8 Extra Depth MH, 60" Dia. LF 152.50 75.00 99.92 7,494.00
<br />9 Extra Depth MH, 72" Dia. LF 52.50 85.00 39.28 3,338.80
<br />10 8" Drop Section, Elbow Only EA 4.00 1,250.00 1.00 1,260.00
<br />11 8" Drop Section, Elbow & Tee ,FA 2.00 1,400.00 4.00 6,600.00
<br />12 8" Drop Section Riser LF 69.20 65.00 65.38 4,249.70
<br />13 10" Drop Section, EIb(Wv Only EA 1.00 1,400.00 0.00 0.00
<br />14 10" Drop Section Riser LF 10.25 70.00 0.00 0.00
<br />15 Crushed Rock Pipe Bedding TON 85.00 14.00 0.00 0.00
<br />16 Pipe Subgrade Correction CY 195.00 18.00 0.00 0.00
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<br />a TOTAL BID SCHEDULE A - Sanitary Sewer 285,435.60
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<br />BID SCHEDULE B- Watermaln
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<br />Connect To Existing V~M ( Sunwood Drive)
<br />Connect To Existing WM (148th Lane)
<br />6" DIP, Cl. 52
<br />8" DIP, CI, 52
<br />12" DIP, CI, 52
<br />6" Valve
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<br />8" Valve
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<br />12" Valve
<br />Fire Hydrant
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<br />12" Tee
<br />12" x 8" Tee
<br />12" x 6" Tee
<br />12" - 45 Degree Bend
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<br />12" - 22 1/2 Degree B~d
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<br />12" x 8" Reducer
<br />12" Plug
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<br />8" Tee
<br />8" x 6" Tee
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<br />LS 1.00 550.00 2.00 1,100.00
<br />LS 1.00 550.00 1.00 580.00
<br />LF 125.00 16.00 138.00 2,176.00
<br />LF 2,200.00 18.00 2,126.00 38,268.00
<br />LF 2,650.00 26.00 2,245.00 68,370.00
<br />EA 7.00 375.00 7.00 2,626,00
<br />EA 6.00 525.00 6.00 2,625.00
<br />EA 3.00 900.00 3.00 2,700.00
<br />F__A 6.00 1,600.00 6;00 9,600.00
<br />EA 2.00 300,00 2.00 600.00
<br />EA 1.00 240.00 1.00 240.00
<br />EA 3,00 230.00 3.00 690.00
<br />EA 4,00 200.00 0.00 0.00
<br />EA 1.00 200.00 1.00 200.00
<br />,FA 2.00 140.00 2.00 280.00
<br />EA 5.00 90.00 2.00 . 180.00
<br />EA 2,00 175.00 2.00 350.00
<br />EA 3,00 170.00 -- .3.00 610.00
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<br />Pa~e 4 of 6
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