|
!
<br />!
<br />
<br />APPLICATION !FOR PARTIAL PAYMENT
<br />Ramsey Improvement Project
<br />
<br />City of Ramsey
<br />
<br />John Oliver & Associates, Inc.
<br />
<br /> FILE NO: 7098.10-O3
<br />
<br /> DATE: Sept. 20, 1995
<br />
<br />BID SCHEDULE J~- Sanitary Sewer
<br />
<br />I Connect To Existing Pipe LS 1.00 2,110.00 1.00 2,110.00
<br />2 30" RCP, Cl. 5, 18.-22' Deep LF 4,190.00 97.00 401.00 38,897.00
<br />3 30" RCP, Cl. 5, 22J-26' Deep LF 175.00 98.00 254.00 24,892.00
<br />4 30" RCP, Cl. 5, 26-30 Deep LF 85.00 99.00 0.00 0.00
<br />5 30" RCP, Cl. 5, 3~34 Deep LF 140.00 100.00 0.00 0.00
<br />6 Standard MH, 0--8'lDeep, 60" Dia. EA 10.00 1,900.00 2.00 3,800.00
<br />7 Standard MH, O-8'!Deep, 72" Dia. EA 3.00 2,200.00 1.00 2,200.00
<br />8 Extra Depth M H, 6~" Dia. LF 152.50 75.00 35.97 2,697.75
<br />9 Extra Depth MH, ~2" Dia. LF 52.50 85.00 20.09 1,707.65
<br />10 8" Drop Section, Eibow Only EA 4.00 1,250.00 0.00 0.00
<br />11 8" Drop Seclion, Elbow & Tee EA 2.00 1,400.00 1.00 1,400.00
<br />12 8" Drop Section Riser LF 69.20 65.00 17.97 1,168.05
<br />13 10" Drop Section, rEIbow 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 Pip? Bedding TON 65.00 14.00 0.00 0.00
<br />16 Pipe Subgrade CoiTection CY 195.00 18.00 0.00 0.00
<br />
<br />a TOTAL BID sCHEDULE A- Sanitary Sewer 78,872.45
<br />
<br />BID SCHEDULE El - Watermain
<br />
<br />1
<br />2
<br />3
<br />
<br />4
<br />5
<br />
<br />6
<br />
<br />7
<br />8
<br />
<br />9
<br />10
<br />11
<br />12
<br />13
<br />
<br />14
<br />
<br />Connect To Existing WM ( Sunwood Drive)
<br />Connect To Existir}g WM (148th Lane)
<br />6" DIP, Cl, 52
<br />8" DIP, Cl. 52
<br />12" DIP, Cl. 52
<br />~' Valve
<br />8" Valve
<br />1 2" Valve
<br />Fire Hydrant
<br />1 2" Tee
<br />12" x 8" Tee :
<br />12" x 6" Tee
<br />12" - 45 Degree Brend
<br />12" - 22 1/2 Degree Bend
<br />
<br />LS 1.00 550.00 1.00 550.00
<br />LS 1.00 550.00 1.00 550.00
<br />LF 125.00 16.00 106.00 1,696.00
<br />LF 2,200.00 18.00 2,126.00 38,268.00
<br />LF 2,650.00 26.00 990.00 25,740.00
<br />EA 7.00 375.00 4.00 1,500.00
<br />EA 6.00 526.00 5.00 2,625.00
<br />EA 3.00 900.00 1.00 900.00
<br />EA 6.50 1,600.00 3.00 4,800.00
<br />EA 2.00 300.00 1.00 300.00
<br />EA 1.00 240.00 1.00 240.00
<br />EA 3.00 230.00 0.00 0.00
<br />EA 4.00 200.00 0.00 0.00
<br />EA 1.00 200.00 0.00 0.00
<br />
<br />Pa~e 4 o~ 5
<br />
<br />
<br />
|