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BID TABULATION John Oliver & Associates, Inc.
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<br /> Owner:. CIty of Ramsey ProJactNo,: I.P, 96-23
<br /> CRy: Ramsay, Mlnnasot'~ File No.: 7356.10-03
<br /> ~'rojec~: MCKINLEY STREET NW & AZUPJTE STREET NW Date: September 6, 1996
<br />
<br /> W,B, Miller, Inc, Bonlne Excavating Kober Excavating, Inc.
<br />j LOW BID
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<br /> :.i::i:.~,~ibi~i !i ::i::iiii::~:i~i~:~'~:.?:iii!::!i!! :~. CE ::~:~: :~?AMq.U Nr :~:~:::~:~, ~?:~ ' :'::?:~uoU ~r~/: '.
<br /> aid SCHEDULE A - Sanl~ Sawer
<br />
<br />~ 1 Conne~ to ~sfing Manhole & Riser LS 2.~ 1,5~.~ 3,~.~ 3,152,~ 6,3~.~ 710.~ 1,420.~
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<br />{ 2 8' PVC, SDR 35, 8' to 10' Dep~ LF 29.~ 13,~ 377,~ 14,75 427.75 11 .~ 319,~
<br />3 8' PVC, SDR 35, 10' to 12' Dep~ LF 378.~ ~3,~ 4,914.~ 16.75 6,331.50 12.~ 4,536.00
<br />' 4 S~nda~ Manhole, 48' Dia.. O' {o 10' ~ 4.~ 1,6~,~ 6,4~.~ 1,2~.~ 4,8~.~ 1,3~.~ 5,2~.~
<br />[ 5 ~ Dep~ 48' Die. Manhole LF 2,46 85.~ 209.10
<br /> 135,30
<br /> 76.~
<br /> 186.96
<br />6 8" x 6' ~e ~ 1 .~ 50.~ 50.~ 23.~ 23.~ 53.~ 53,~
<br />7 8' PVC, SDR 35 Se~ Pipe LF 32.~ 12.~ ~.~ 8.80 281.60 11 .~ 352,~
<br />- 8 8' Plug ~ 3.~ 25.~ 75.~ 10.~ 30,~ 19.~ 57,~
<br />9 Crashed Ro~ Pipe Bedding TN 20,~ 10,~ 2~.~ 0.01 020
<br /> TOTAL, BID SCHEDULE A - Sanl~ Sewer 1 ~609.10 18~333.35 12~403,96
<br /> BID SCHEDULE B · Wate~aln
<br />1 Cut In~o ~sUng 8' Wa~e~ain W~ee & Sleeve ~ 1 ,~ 1.2~.~ 1,2~.~ 2,567.~ 2,567.00 1,200,~ 1,2~.~
<br />2 6" Wet Tap On ~s~ng 8' Wate~a[n LS 1 .~ 1,2~.~ 1,2~.~ 3,280.~ 3.280.~ 1.800.~ 1.80~.~
<br />3 8" D.LP.. Class 52 LF 195.~ 18.25 3,558.75 16.85 3,285.75 16.~ ! 3.120,~
<br />J 4 6' DJ.P., Class 52 LF 78.~ 15.~ 1,209,~ 14.05 1.095.~ 14.~ 1
<br />5 8' VaNe ~ 2,~ 6~.~ 1,2~.~ 462.~ 924.~ 5~.~ 1,1~.~
<br /> 6 6' Valve ~ 2.~ 4~.~ 8~.~ 329.~ 658.~ 420.~ ~0.~
<br />7 Hydrant ~ 1 .~ 1,3~,~ 1,3~.~ 1,422.~ 1,422.~ 1,4~.~ 1,4~.~
<br />8 8'x8' Tee ~ 1,~ 1~.~ 150.~ 112.~ 112,~ 160,~ 160.00
<br />9 8" x6'Tee ~ 1.~ 150.~ 150.~ 103.~ 103.~ 150.~ ~ 150.~
<br />10 8' - 11 114 Degree Bend ~ 1,~ t 10.~ 110.~ 75.~ 75.~ 101,~ 101.~
<br />11 8' Plug ~ 1 .~ 40.~ 40,~ 25,~ 25.~ 33.~ 33.~
<br />12 6' Plug ~ 1.~ 30.~ 30.~ 25.~ 25.00 ~.~ ~ ~.~
<br />13 6" aends ~ 6,~ 1~.~ 6~.~ 50.~ 3~,~ 72.~ 432.~
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<br />~ 3" tnsulaUon SF 3~,~ 2.~ 768.~ 2,30 883.20 2,93 1,125.12
<br />~ Ret~te Hydrant W~aive ~ 2.~ 1,0~.~ 2,1~.~ 743.~ 1,486.~ 930,~ 1,860,~
<br /> TOTAL BID SCHEDULE B -Wate~aln 14~415,75 16~241.85 14~7,12
<br />j BID SCHEDULE C - Sto~ Sewer
<br />1 12' RCP, Class 5 LF 101.~ 18.~ 1.818,~ 1~,30 L~8.30 21 .~ 2,121.~
<br />2 36' RCP. Class 3 LF 1,022.~ ~.~ 51,1~.~ 47.52 48,565.~ 51 .~ 52,122.00
<br />I 3 36' RC ~ron W~mshgua~ ~ 1,~ 1,6~.~ 1,6~.00 1,211.~ 1,211.~ 1,800.~ 1,8~.~
<br />4 Cat.basin, (24' x 36~ ~ 2.~ 8~.~ 1,6~.~ 707,~ 1,414.~ 910.~
<br />5 Manhole 60' Diameter (Dep~ Va~es) ~ 4,~ 2,5~.~ 10,~0.~ 1.6~.~ 6,4~.00 1,800.~ 7,2~.00
<br />6 Manhole 72' Diameter (Dep~ Vedas) ~ 2.~ 2,6~.~ 5.2~.~ 2,~0,~ 4,120.~ 2,300.~ 4,6~.00
<br />7 Grouted Rip Rap Class 2 SY 30.~ 30.~ 9~.~ 25.~ 750.~ 60.~ 1
<br /> TOTAL BID SCHEDULE C; Sto~ Sewer 72~218,00 64~3q8.74 71~463.00
<br /> BID SCHEDULE D - Stree~
<br />1 Clearing & Grabbing LS 1 ,~ 1~.~ 1~.00 500.~ 5~.00 3,~.~ 3,000.~
<br />~ 2 Common ~vafion (P) CY 3,5~.~ 2.70 9,450.00 1.40 4,9~,~ 2.50 8,750.00
<br />{ 3 Topsoil Bo~ (C~ CY a~.~ 0.50 4~,00 8.40 8.720.~ 6.72 ~ 5,376.~
<br />J 4 Aggregate Base Plaid, Claes 5 TON 2,250.~ 6.80 15.300.~ 7.05 15,862.~ 7.12 16,020.~
<br />J 5 Bituminous Wear Coume (233I Type 41B) TON 530.~ 24.50 12,985.~ 25.23 13.371.90: 26.~ 13,780,00
<br />. 6 Bituminous Base Coume (2331 Type 31 B) TON 1,1~.~ 23.~ 25.3~.~ 25.24 27,7~.00 24.~ 26,400.~
<br />' 7 j Con~ete Cu~ & Guaer (B618) LF 2,660.~ 7.~ 18,620.00 6.89 18,327.40 6.97 18,~0,20
<br /> 8~ Traffic ConEol LS 1.~ 300.~ 3~.~ 1~.~ 100.00 J 260.~ 260.00
<br />9 Seeding W~u)~, DJsc~o~ng & Fe~lizer AC 1.50 8~.~ 1,2~.~ 1,9~.08 2,991.12 ~ 2,~.00 3,~.~
<br />10 Pe~anent Ba~des T~e 111 ~ 2.~ 3~.~ 6~.~ 2~.~ 500.~ 400.~ 8~.00
<br />11 Adjusl ~sUng CasUng (A) LS I,~ 450.~ 450.~ 250.~ 250.~ 320.~ 320.~
<br />12 Adjusl ~sUng CasUng (B) LS 1.~ 450.~ 450,~ 410.~ 410.00 320,~ 320.00
<br />13 Adjusl E~sUng CasUng (C) LS 1.~ 450.~ 450.~ 250.00 250.~ 320.~ 320.~
<br />14 Adjus{ E~sUng CasUng (O) LS 1.~ 450.~ 450.~ 250.~ 250.00 320.~ 320.~
<br />~ TOTAL BID SCHEDULE D - Stree~ 86~055,00 ~2~196.~2 97~206.20
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<br />SUMMARY
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<br />TOTAL BID SCHEDULE A - Sanitary Sawer
<br />TOTAL BID SCHEDULE B - WatermaIn
<br />TOTAL BID SCHEDULE C. Storm Sawer
<br />TOTAL BID SCHEDULE D - Streets
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<br />TOTAL
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<br /> 15,609.101 18,333.35I 12,403,96 J
<br /> 14,415.75 16,241,86 I 14,447,12
<br /> 72,218,00 $4,308.74 71,463.00
<br /> 86~055,00 92~196.g2 97~206.20
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<br />$188,297.85 $191,080.86 J $195,520.28
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