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<br />APPLICATION FOR PARTIAL PAYMENT
<br />City of Rameey
<br />
<br />IMPROVEMENT PROJECT 98.22 WATERMAIN LOOPING
<br />Ramsay, Minnesota
<br />
<br />BID SCHEDULE A - Watermaln Loop - JasperSlreel to McKinley St/eel
<br />
<br />QUANTITY
<br />
<br />1 Connect To ExJsUng Watermain EA 2.00
<br />2 Remove 8" Plug F_.A 2.00
<br />3 Remove Reducer EA 1.00
<br />4 8" DIP, Class 52 LF 2,140.00
<br />5 6" DIP, Class 52 LF 70.00
<br />6 8" Tee EA 4.00
<br />7 8' x 6' Tee EA 4.(30
<br />8 8' * 45 Degree Bend EA 1.00
<br />9 8" Plug (Salvaged or New) E.A 4.00
<br />10 8" Valve EA 2.00
<br />11 6" Valve EA 4.00
<br />12 Hydrant EA 4.00
<br />
<br />a TOTAL BID SCHEDULE A - Watermain Loop - Jasper St/eel to McKinley S~eet
<br />
<br />BID SCHEDULE B - Watermain Loop - CSAH 5 to City Hall
<br />
<br />t ConnecJ To Exts~Jng WaterTnain FA, 2.00
<br />2 Remove Reducer FA. 1.00
<br />3 Salvage & Reinstall Hydrant w/Valve LS 1.00
<br />4 Jack-Bore 24" Steel Casing LF 90.00
<br />5 12' DIP, Class 52 LF 831.00
<br />6 6' DIP, Class 52 LF 20.00
<br />7 12' Tee EA 1.00
<br />8 12' x 6" Tee EA 1.OO
<br />9 12' - 22 1/2 Degree Bend EA 3.00
<br />10 12' Plug EA 1.00
<br />11 12' Valve EA 3.00
<br />12 Connect To ExisUng Sanitary Sewer EA 1.00
<br />13 8'X6'Saddle E.A 1.00
<br />14 6' PVC, SDR 35 LF 36.00
<br />15 Remove Bituminous Pavement w/Sawcul SY 710.O0
<br />16 B618 Concrete Curt) & Gutter LF 115.00
<br />17 Class 5 Aggregate Base TON 270.00
<br />18 Bituminous Pavement, 2331 Type 41 Wear TON 140.O0
<br />19 Seeding w/Mulch & Disc Anchor AC 1.10
<br />
<br />b TOTAL BID SCHEDULE B - Welermain Loop - CSAH 5 to City Hall
<br />
<br />BID SCHEDULE C - Sanitary Sewer Extension - Dysprosium ab'eat
<br />
<br />1 Remove Bituminous Pavement w/Sewcul SY 1,500.00
<br />2 Mill Bituminous Pavement (1 1/'2' x 12") SF 425.00
<br />3 Remove Concrele Curb & Gut{er LP 70.00
<br />4 Connect To Existing Sanitary Sewer Manhole LS 1.00
<br />5 8" PVC, SDR 35 (Ail DepUte) LF 330.00
<br />6 Manhole (Full Depth) EA 1.00
<br />7 B618 Concrete Curb & Gutter LF 70.00
<br />8 Class 5 Aggregale Base TON 380.OO
<br />9 Biluminous Pavement, 2331 Type 31 Base TON 195.00
<br />10 Bituminous Pavement, 2331 Type 41 Wear TON 145.00
<br />
<br />Page 3 of 4
<br />
<br />c TOTAL BID SCHEDULE C - Sanitary Sewer Exlension - Dysprosium Sb'e
<br />
<br />John Ofiver & Associates, Inc.
<br /> PROJECT NO:
<br />
<br /> FILE NO: 7688.10-03
<br /> DATE: July 8, 1999
<br />
<br />PRiCE .:;: i:~ .AMouNT ' : ~
<br /> : ..TO DATE ~ · :,~.~O DATE
<br />
<br />356.00 712.00 1.00 356.00
<br />20.30 40.60 1.00 20.30
<br />20.30 20.30 0.00
<br />13.55 28,997.00 1,1 g 1.00 16,138.05
<br />10.75 752.50 15.00 161.25
<br />142.00 568.00 3.00 426.00
<br />133.00 532.00 3.00 399.00
<br />125.00 125.00 1.00 125.00
<br />24.35 97.40 3.00 73.05
<br />515.00 1,030.00 1.00 515.00
<br />302.00 1,44B.00 3.00 1,086.00
<br />1,255.00 5,020.00 3.00 3,765.00
<br />
<br />39,342.80 23,064.65
<br />
<br />35~.00 712.00 2.00 712.00
<br />20,30 20.30 1,00 20.30
<br />356,00 356.00 1.00 356.00
<br />134.00 12,060.00 90.00 12,060.00
<br />21,35 17,741.85 830.00 17,720.50
<br />13.30 266.00 0.00
<br />325.00 325.00 1.00 326.00
<br />195.00 195.00 1.00 195.00
<br />233.50 700.50 3.00 700.50
<br />46.00 46.00 1.00 46.00
<br />895.00 2,685.00 3.00 2,685.00
<br />180.00 180.00 1.00 180.00
<br />26.00 26.00 1.0O 26,00
<br />5.90 212.40 36.00 212.40
<br />1.80 1,278.00 710.00 1,27'8.00
<br />15.25 1,753.75 94,00 1,4.33.50
<br />12.50 3,375.00 30.00 375.00
<br />45.50 6,370.00 83.54 3,801.07
<br />1,025.00 1,127.50 1.10 1 ~127.50
<br />
<br />49,4:30.30 43,253.77
<br />
<br />2.05 3,075.00 1,500.00 3,075.00
<br />1.00 425.00 425.00
<br />2.05 143,50 148.00
<br />710.00 710,00 1.00
<br />9.10 3,003,O0 348.00 3,166.80
<br />1,325,00 1,325.00 1.00 1,325.00
<br />15.25 1,067.50 148.00 2,257.00
<br />12.50 4,750.00 288.82 3,610.25
<br />35.25 6,873.75 173.45 5,114.11
<br />37.00 5,365.00 142.12 5,258.44
<br />
<br />26,737.75 24,806.60
<br />
<br />
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