|
I
<br />'1
<br /> I
<br /> I
<br /> I
<br /> I
<br />I
<br /> I
<br /> !
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> !
<br /> I
<br /> I
<br />
<br />APPLICATION FOR PARTIAL PAYMENT
<br />City of Ramsey
<br />
<br />IMPROVEMENT PROJECT 98-22 WATERMAIN LOOPING
<br />
<br />Ramsey, Minnesota
<br />
<br />John Oliver & Associates, Inc.
<br /> PROJECT NO:
<br /> FILE NO: 7688.10-03
<br />
<br /> DATE: De~ember 10, 1990
<br />
<br />BID SCHEDULE A - Waterm~ln Loop - Jasper Street to McKinley Street
<br />
<br />I Connect To Existing Watermaln EA 2.00 356.00 712.00 2.00 712.00
<br />2 Remove 8" Plug EA 2.00 20.30 40,60 2.00 40.60
<br />3 Remove Reducer EA 1.50 20.30 20,30 '1.00 20.30
<br />4 8" DIP, Class 52 LF 2,140.00 13.55 28,997.00 2,160.00 29,'~32,60
<br />5 6" DIP, Class 52 LF 70.00 10.75 752.50 50,00 537.60
<br />6 8" Tee EA 4.00 142.00 568.00 6.00 710,00
<br />7 8" x 6" Tee EA 4.00 133.00 532.00 4.00 632.00
<br />8 6" - 45 Degree Bend EA 1.00 125.00 125.00 $.00 626.00
<br />9 6" Plug (Salvaged or New) F_A 4.00 24,35 97.40 4.00 07.40
<br />10 6" Valve EA 2,00 515.00 1,030.00 2.00 't,030.00
<br />11 6" Valve EA 4.00 362.00 1,448.00 4,00 1,448,00
<br />12 Hydrant EA 4.00 1,255.00 5,020.00 4.00 6,020.00
<br />
<br />a TOTAL BID SCHEDULE A - Watermaln Loop - Jasper Street to McKinley Street 39,342.80 30,906.30 v/
<br />
<br />BID SCHEDULE B - Watermaln Loop o CSAH 5 to City Hall
<br />
<br />1 Connect To Existing Waterrnaln EA 2.00 356.00 712.00 2.00 712.00
<br />2 Remove Reducer EA 1.00 20.30 20.30 1.00 20.$0
<br />3 Salvage & Reinstall Hydrant wNalve LS 1.00 3..'.'.'~.00 356.00 1.50 356.00
<br />4 Jack-Bore 24" Steel Casing LF 90.00 134.00 12,060.00 90.00 12,060,00
<br />5 12" DIP, Class 52 LF 831.00 21.35 17,741.85 830,00 17,720.50
<br />6 6" DIP, Class 52 LF 20.00 13.30 266.00 0.00
<br />7 12' Tee EA 1.00 325.00 325.00 1.00 326.00
<br />8 1 2' x 6" Tee EA 1.00 195.00 195.50 1.00 195.00
<br />9 12' - 22 1/2 Degree Bend EA 3.00 233.50 700.50 3.00 700.60
<br />10 12- Plug EA 1.00 46.00 46.00 1.00 46.00
<br />11 12- Valve EA 3.00 895,00 2,685.00 3.50 2,685.00
<br />12 Connect To Existing Sanitary Sewer EA 1.00 180.00 180.00 1.00 180.00
<br />13 8" x 6" Saddle EA 1.00 26.00 26.00 1.00 26.00
<br />14 6" PVC, SDR 35 LF 36.00 5.90 212.40 36.00 2'12.40
<br />15 Remove Bituminous Pavement w/Bawcut SY 710.00 1,80 1,278.00 710.00 1,278.00
<br />16 B618 Con~ele Curb & Gutter LF 115.00 15.25 1,753.75 94,00 1,433.60
<br />17 Class 5 Aggregate Base TON 270.00 12.50 3,375.00 30.00 376.00
<br />18 Bituminous Pavement, 2331 Type 41 Wear TON 140.00 45.50 6,370.00 83.64 3,801.07
<br />19 Seeding w/Mulch & Disc Anch~ AC 1,10 1,025.00 1,127.50 1.10 1,127.50
<br />
<br />b TOTAL BID SCHEDULE B - Watermaln Loop - CSAH 5 to City Hall
<br />
<br />49.430.30 43,250.77 ,/'
<br />
<br />Page 3 of 4
<br />
<br />
<br />
|