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EHL) I AI~ULA] ION John Oliver & Associates,/nc.
<br />
<br />Owner;. Cttyof Ramsay ProJect No.: I.P. 96-23
<br />City: Ramsey, Minnesota File No.: 7356.10-03
<br />Project; MCKINLEY STREET NW & AZURITE STREET NW Date: September 6, 1996
<br />
<br /> W.B. Miller, Inc, I Bonine Excavating Kober Excavating, Inc.
<br /> LOW BID
<br /> BID SCHEDULE A - Sanitary Sewer
<br />
<br /> Conned to Existing Manhole & Riser LS 2.OO 1,500.00 3,DO0.00 3.152.00 6,304.00 710.00 1,420.00
<br /> 8' PVC, SDR 35, 8' to 10' Deplh LF 29.O0 13.00 377.00 14.75 427.75 11 .DO 319.00
<br /> 8' PVC, SDR 35, 10' to 12' De~pth LF 378.00 13.00 4,914.00 16.75 6,331,50 12.00 4,536.00
<br /> Standard Manhole, 46- Die,, 0' to 10' EA 4.00 1,6D0.00 6,400.00 1,200.00 ' 4,800.00 1,300,00 5,200.00
<br /> F_xt~a Depth 48' Dia. Manhole LF 2.46 85.00 209.10 55.00 135.30 76.00 188.96
<br /> 8' x 6' Wye EA 1.00 50.00 50.00 23.00 23.00 53.00 53.00
<br /> 8' PVC, SDR 35 Seneca Pipe LF 32.00 12.00 384.00 8.80 281.60 11.00 352.00
<br /> B' Ptug EA 3.00 25.00 75.00 10.00 30.00 19.00 57.00
<br /> Crashed Roc~ Pipe Bedding TN 20.00 10.00 200.00 0.01 j 0.20 14.00 I 280.00
<br />
<br /> TOTAL BID SCHEDULE A o S, anltary Sewer 15~609.10 . 18~333.35 12~403.96
<br /> BID SCHEDULE B o Watermaln
<br />
<br />Cut Into E.x~sting 8' Watenmain W/Tee & Sleeve EA 1 .O0 1.200.DO 1,200.00 2,567.00 2,567.00 1.200.00 1,200.00
<br />] 6- Wet Tap On Existing 6- Wall~rmain LS 1.00 1,200.00 1,200.O0 3,280.00 3,280.00 1,8DO.00 1,800.00
<br />8' D.LP., Class 52 LF 195.00 18.25 3,558.75 16.85 3,285.75 16.00 3,120.00
<br />6' DJ.P, Class 52 LF 78.00 15.50 1,209.00 14.05 1,095.90 14.00 1,092.00
<br />8' Valve EA 2.00 600.00 1,200.00 462.00 924.00 550.00 1,100.00
<br />6' Valve EA 2.00 400.00 ' 800.OO 329.00 658.00 420.00 ! 540.00
<br />Hydrant EA 1.00 1,300.00 1,300.00 1.422.00 1,4~2.00 1,400.00 ~ 1,400.DO
<br />8' x6-Tee EA 1.O0 150.00 150.00 112.00 112,O0 160.00 160,00
<br />8' x 6' Tee F__A 1.00 150.00 150.00 103.00 103.00 150.00 150.00
<br />8'- 11 1/4 Degree Bend EA l.O0 110.00 110.00 75.00 75.00 I 101.00 101.00
<br />8' Plug EA 1 .OO 40.00 40.00 25.00 25.00 33.00 33.00
<br />6' Plug EA t.00 30.00 30.00 25.00 25.00 34.00 34.00
<br />6' Bends EA 6,00 100.00 600.00 50.00 300.00 72.00 432.00
<br />3' Insulation SF 384.00 2.00 768.00 2.30 883.20 2.93 1.125.12
<br />Relocate Hydrant W/Valve EA 2.00 1,050.00 . 2,100.00 743.00 1,486.00 930.00 %860.001
<br />TOTAL BID SCHEDULE B - Watermaln 14~415.75 16~241.85 14~447.12
<br />BID SCHEDULE C - Storm Sewer
<br />12' RCP. Class 5 LF 101.O0 18.00 1,818.00 18.30. 1,848,30 21.00
<br /> 2
<br /> 121
<br /> OD
<br />36' RC Apron W/Trashguard EA t .DO 1,600.00 1,600.00 1,211.00 1,211.O0 1,800.00
<br />Manhole 60' Diameter (Depth Varies) EA 4.OO 2,500.00 10,000.00 1,600.00 6,400.00 1,800.00
<br />Manhole 72' Diameter (Depth Varies) EA 2.00 2,600.00 5,200.00 2,060.00 4,120.00 2,300.00
<br />Grouted Rip Rap Class 2 SY 30.00 30.00 900.00 25.00 750.00 60.00 1,800.00
<br />TOTAL BID SCHEDULE C - St~ .r[n Sewer 72~218.00 64~308.74 71~463.00
<br />BID SCHEDULE D - Street
<br /> I
<br />Clearing & Grubbing LS 1.O0 100.00 100.00 500.00 500.00 3,0OO.00 3,000.00
<br />Common Excavation (P) CY 3,500.00 2.70 9,450.OO 1.40 4,900.DO: 2.50 8,750 O0
<br />Topsoil Borrow (CV) CY 8{30.00 0.50 400.00 8.40 6,720.00 6.72 5.376.00
<br />Aggregate Base Placed, Class 5 TON 2,250.00 6.80 15,300.00 7.05 15,862.50 7.12 16,020 DO
<br />Bituminous Wear Course (2331 Type 418) TON 530.O0 24.50 12,985.DO 25.23 13,371.90 26.00 13.780 00
<br />Bituminous Base Course (2331 Type 31B) TON 1,100.OO 23.00 25,300.00 25.24 27,764.00 24.00
<br />Concrete Curb & Gutter (B618) LF 2,660.00 7.00 18,620.00 6.89 18,327.40 6 97 I 18,540.20
<br />Traffic Control LS 1.00 300.00 300.DO 1DO.O0 l O0.DO 260.00
<br />Seeding W/Mulch. Disc Anchoring & Fertilizer AC 1.50 800.DO 1,200.00 1,994.08 2,991.12 2,000.00
<br />Permanent Barricades Type 111 EA 2.00 300.DO 600.00 250.00
<br />Adjust Ex~sting Casting (A) LS 1.(30 450.00 450.00 250.00 ~ 250.00 320.00 i 320.00:
<br />Adjust Existing Casting (B} LS 1.00 450.DO 450.00 410.00 410,00 320.00 ! 320.00 '-
<br />Adjust Existing Casting (C) I~S 1.OO
<br />Adjusl Ex~sting Casting (D) LS 1.00 I 450.00 450.00 250.00 250.00 320.00 I 320.00
<br />
<br />TOTAL BiD SCHEDULE D - Stre~ets 86~055.00 I 92,196.92 97,20B.20;
<br /> SUMMARy
<br />
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />TOTAL BID SCHEDULE B o Watr~rmeln
<br />TOTAL BID SCHEDULE C - Storbl Sewer
<br />TOTAL BID SCHEDULE D - Sb'eets
<br />
<br />TOTAL
<br />
<br /> 15,609.10 J 15,333.35I 12,403.96
<br /> 14,415.75I 16,241.85 I 14,447.12
<br /> 72,218.00 I 64,308.74 71,463.00
<br /> I
<br /> 92~196.92 971206.20
<br /> B61055.00
<br />!
<br />~188,297.85 j ,191,o80.s, I ,1,5,820.28
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