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.BID TABULATION
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<br />John Oliver & Associates, Inc.
<br />
<br />Owner: City of Ramsay Project No.: 7112.10.O3
<br /> City: Ramsay, Mhtnesota File No.: 7112.10-03
<br /> ]rovement ProJectl~5-15 FOX KNOLL Date: June, 1995
<br />
<br /> H & M Asphalt Barbarossa & Sons Nodland Construction
<br /> LOW BID
<br /> BID SCHEDULE A - Sanitary Sewer
<br />
<br /> 1 Connect to Existing Riser Tee LS 1.00 350.00 350.00 500.00 500.00 100.00 100.00
<br /> 2 6" PVC, SDR 35, 0~ to 10. Deep LF 135.00 22.50 3,037.50 25.00 3,375.00 22.00 2,970.00
<br /> 3 8" PVC, SDR 35, 10' to !2' Deep LF 223.00 23.00 5,129.00 26.00 5,798.00 23.00 5,129.O0
<br /> 4 8" PVC, SDR 35, 12' to 14' Deep LF 156.00 23.50 3,668.00 27.00 4,212.00 24.00 3,744.00
<br /> 5 8" PVC, SDR 35, t4' to ~6' Deep LF 141.00 24.00 3,384.00 28.00 3,946.00 25.00 3,525.00
<br /> 6 8" PVC, SDR 35, 16' to 1'8' Deep LF 65.00 24.50 2,O82.50 29.00 2,405.00 26.00 2,210.00
<br /> SDR 35, 18' to ~0' Deep LF 85.00 25.00 2,125.00 30.00 2,550.00 27.00
<br /> 7
<br /> 8"
<br /> PVC,
<br /> 2,295.00
<br /> 8 §" PVC, SDR 35, 20' [o :~2' Deep LF 117.00 25.50 2,983.50 31.00 3,627.00 28.00 3,276.00
<br /> 9 8" PVC, SDR 35, 22' [o 24' Deep LF 127.00 26.00 3,302.00 32.00 4,064.00 29.00 3,683.00
<br /> 10 8" PVC, SDR 35, 24' to 2~6' Deep LF 102.00 26.50 2,703.00 33.00 3,366.00 30.00 3,060.00
<br /> 11 Standard Manhole, O' Io~10' Deep, 48" Dia. EA 5.00 1,150.00 5,750.00 1,300.00 6,500.00 1,500.00 7,500.00
<br /> 12 Extra Depth Manhole LF 25.00 75.00 1,875.00 00.00 1,500.00 90.00 2,250.00
<br /> 13 8" x 4" Wye EA 18.00 35.00 630.00 30.00 540.00 100.00 1,800.00
<br /> 14 4" PVC, SDR 35, Service Pipe LF 860.00 4.75 4,085.00 9.00 7,740.00 9.00 7,740.00
<br /> 15 Crushed Rock Pipe Bedding TON 60.00 14.OO 8zl0.00 15.50 930.00 7.00 420.00
<br /> 16 Pipe Subgrade Correc[io~ CY 20.00 8.50 170.00 5.50 110.00 6.00 120.00
<br />
<br />, TOTAL BID SCHEOUL~ A, Senlta~7 Sewer 42,t12,50 51,225.00 49,822.00
<br />BID SCHEDULE B -Watarmaln
<br />
<br /> 1 Connect To Existing Pipe LS 2.00 350.00 70O.00 550.OO 1,100.O0 100.00 200.00
<br /> 2 6" DIP, Class 52 LF 500.00 12.85 6,425.00 11.00 5,500.00 20.00 10,0OO.00
<br /> 3 12" DIP, Class 52 LF 751.00 16.25 12,203.75 19.00 14,269.00 30.00 22,530.00
<br /> 4 6" Valve ; EA 4.00 365.00 1,460.00 400.00 1,600.00 510.00 2,040.00
<br /> 5 12" Valve EA 1.001 900.00 900.00 850.00 850.00 1,000.00 1,000.00
<br /> 6 ~" Tee EA 1.00 100.00 100.00I 120.00 120.00 150.00 150.00
<br /> 7 6" - 22 1/2 Degree Bend EA 1.00 65.00 Co5.00 80.00 80.00 75.00 75.00
<br /> 8 12"x 6" Tee FA. 2.00, 200.00 400.00 200.00 40O.00 250.00 500.00
<br /> 9 12" - 45 Degree Bend EA 1.00 250.00 250.00 170.00 170.00 175.00 175.00
<br /> 10 12" - 22 112 Degree Bend EA 1 00 250.00 250.00 J 170.00 170.00 ~.75.O0 175.00
<br /> 11 12" - 11 114 Degree Bend EA 2.00 ~ 250.00 500.00 170.OO 340.00 175.00 350.00
<br /> 12 12" Plug EA 2.00 ' 75.00 150.00 60.00 120.00 100.00 200.00
<br /> 13 Fire Hydrant EA 3.00 1,100.00 3,300.00 1,400.00 4,200.00 2,000.00 6,000.00
<br /> 14 1" Coup., Stop & Box LS 22.00 85.00 1,870.00 75.00 1,650.00 150.00 3,300.00
<br /> 15 1" Copper Service Pipe LF 8~0.00 6.00 5,040.00 9.00 7,560.00 10.00 8,400.00
<br />
<br />b TOTAL BID SCHEDULE-B 2 Watermalo 33,613.75 38,129.00 55,095.00
<br />BID SCHEDULE C - Sto~rm Sewer
<br />
<br /> 1 15" RCP, Class 5 LF 362.00 19.O0 6,878.00 21.00 7,602.00: 22.00 7,964.00
<br /> 2 15" R.C. Apron EA 2.00 580.00 1,160.00 475.O0 950.00 1 550.00 1,100.00
<br /> 3 Calchbasln, 27" Dia. EA 2.00 · 800.00 1,600.00 675.00 1,3,50.00 950.00 1,900.00
<br /> 4 Manhole, 48" Dia. EA 1.00 1,200.00 1,200.00 900.00 900.00 1,000.00 1,0OO.00
<br /> 5 Rip Rap CY 8.00 50.00 400.00 68.00 544.00 50.00 400.00
<br /> 6 Geotextlle Fabric (MnDOT Type III) SY 8.00 10.O0 80.00 1.00 8.00 5.00 40.00
<br />
<br />¢ TOTAL BID SCHEDULE C - Storm Sewer 11,318,00 11~354.00 12,404,00
<br />BID SCHEDULE D - Streets
<br />
<br /> 1 2104.505 Remove Bitumll~ous Pavement SY 350.00 1.60 560.00 3.00 1,O50.00 2.00 700.00
<br /> 2 2130.501 Water M GAL 20.00 10.00 200.00 15.00 300.00 10.00 200.00
<br /> 3 2211.503 Aggregate B~se Placed, Class 5 TON 785.00 6.85: 5,377.25 8.35 ~ 6,554.75 B.00 6,280.00
<br /> 4 2331.525 Type 41 WEA,SDO55Y Wear TON 420.00 25.75 10,815.00 25.75 10,815.00 28.00 . 11,760.00
<br /> Course Mixture
<br /> 5 2531.501 Conorele Curb ~, Gutter, Type LF 2,360.00 6.50 15,340.00 5.65 13,334.00 5.70 13,452.00
<br /> Mountable
<br /> 6 2573.501 Bale Check EA 30.00 10.00 300.00 5.50 165.00 10.00 300.00
<br /> ? 0575.501 Seeding AC 1.00 1,000.00 1,000.00 975.00 975.00 70O.00 700.00
<br />
<br />d TOTAL BID SCHEDULE ~D - S~reets 33,592.25 33,t93.~'5 33,392.00
<br />
<br />BID SUI~dARY
<br />
<br />· TOTAL BID SCHEDULE 'A - Sanitary Sewer 42,117,50 51,225,00 49,822.00
<br />b TOTAL BID SCHEDULE ~B -Watermaln ~3,61:~,'J'5 38,17.9,00 55,095.QD
<br />c TOTAL, BID SCHEDULE lC - Storm Sewer 11,318.00 11,354,00 12,404,00
<br />,~ TOTAL BID SCHEDULE~D. Streets 33,592.25 33,t93,75 33,392,00
<br />, TOTAL $t20,6~,50 $133,901,75 $150,T1~,.00
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