|
PAY ESTIMATE #3 FINAL
<br /> CITY OF RAMSEY
<br /> AZURITE STREET NW
<br />UTILITY AND STREET IMPROVEMENTS
<br />IMPROVEMENT PROJECT NO, 01-32
<br />
<br />February 12, 2004
<br />Honoz'ablc Mayor & City Cmmcil
<br />City of' l~,amscy
<br />15153 Now:hen Blvd. NW
<br />Ramscy, MN 55303
<br />
<br />RE: Azurite Street NW, Utility and Street hnprovements
<br />Contract(}r: Richard Knutson, thc.
<br />Contract Amount: $318,750.05*
<br />Award Date: November 19, 2001
<br />Completion Date: June 1, 2002
<br />
<br />BID SCHEDULE "A" - SANITARY SEWER
<br /> Estimated Contract Unit Contract
<br />Item Description Quantity Price Amount Used to Date Extension
<br />
<br /> 1 Connect to Ex. Sanitary Sewer 1 EA $ 487.50 /EA $ 487.50 1 $ 487.50
<br /> 2 I10'' PVC (SDR-~6)- 22; to 24' depth 610 LF $ 25.30 /LF $ 15,433.00 610 $ 15,433.00
<br />
<br /> 3 10" PVC (SDR-26) - 20' to 22' depth 660 LF $ 23.30 /LF $ 15,378.00 63,' $ 14.795.50
<br /> 4 10' PVC (SDR-26) - 18' to 20' depth 80 LF $ 22.30 /LF $ 1,784.00 80 $ 1,784.00
<br /> 5 10" PVC (SDR-26) - 16' to 18' depth 80 LF .$ 21.30 /LF $ 1,704.00 80~ $ 1,704.00
<br /> 6 10" PVC (SDR-26) 14' to 16' depth 80 LF $ 12.75 /LF $ 1,020.00 80 $ 1,020.00
<br /> 7 10" PVC (SDR-26) -12' to14' depth 85LF $ I1.75 /iF $ 998.75 85 $ 998.75
<br />8 10"PVC(SDR-26) 10'to 12'depth 85 LF $ 11.75 /LF $ 998.75 85 $ 998.75
<br />9 48" Diameter Manhole Frame and Casting 6 EA $2,067.00 /EA $ 12,402.00 61 $ 12,402.00
<br />10 Extra Depth Manhole - 48" dia(>8' depth) 72 LF $ 85.00 /LF $ 6,120.00 60.67 $ 5,156.95
<br />11 10" x 6" Service Wye (SDR-26) 6 EA $ 87.50 lEA $ 525.00 9 $ 787.50
<br />
<br />12 6" PVC (SDR-26) Service Pipe & Riser 260 LF $ 6.30 /LF $ 1,638.00 3091 $ 1,946.70
<br />
<br />Total Bid Schedule "A" - Sanitary Sewer
<br />
<br />$ 58,489.00 $ 57,514.65
<br />
<br />BID SCHEDULE "B" - WATERMAIN
<br /> Estimated Contract Unit Contract
<br />Item Description Quantity Price Amount Used to Date Extension
<br />
<br /> Connect to Existing Watermain, Wet Tap
<br />1 and 10"Valve* 1 EA $2,550.00 lEA $ 2,550.00 1 $ 2,550.00
<br />2 6" DIP Watermain (Class 52) 230 LF $ 19.75 /LF $ 4,542.50 235 $ 4,641.25
<br />3 8" DIP Watermain (Class 52) 35 LF $ 22.25 /LF $ 778.75 163290 $ 712.00
<br />4 10" DIP Watermain (Class 52) 1,700 LF $ 17.67 /LF $ 30,039.00 $ 29,862.30
<br />5 6" Gate Valve & Box 9 EA $ 452.00 /EA $ 4,068.00 8; $ 3,616.00
<br />6 8" Gate Valve & Box 1 EA $ 633.00 /EA $ 633.0~)' 1i $ 633.00
<br />7 10" Gate Valve & Box 1 EA' $ 908.00 /EA* $ 908.00 1i $908.00
<br />8 Hydrant 4 EA $1,568.00 /EA $ 6,272.00 4 $ 6,272.00
<br />9 Hydrant Extensions 4 LF $ 324.00 /LF $ 1,296.00 3 $ 972.00
<br />10 Ductile Iron Fittings 3600 LBS $ 1.50 /LBS $ 5,400.00 1230 $ 1,845.00
<br />
<br />11 SalvageExHydrantRun(Hydrant&Valve'l 1 EAEA $ 300.001/EA $ 300.00 I 5 300.00
<br />
<br />12 Reinstall Hydrant Run (Hydrant & Valve) I 1 $ 350.00 ,/EA $ 350.00 1 $ 350.00
<br />
<br />Total Bid Schedule "B" - Watermain
<br /> · Per Change Order #1 and Field Change
<br />
<br />* $ 57,137.25 $ 52,661.55
<br />
<br />shared docshmmm~pallaramsey13164ha3164bp XLS
<br />Sheet: Pay Estimate 3
<br />
<br />
<br />
|