|
Ameritech orive Pavement fmmoveme0ts
<br />Protect No. 111-057A
<br />Bid Tab
<br />June 12, 2018
<br />Ameritech Drive Pavement improvements
<br />City Project No. 117-067A
<br />City of South Bend
<br />131d Tabulation
<br />Base Bid
<br />Engineer's Estimate
<br />Walsh & Kelly, Inc.
<br />I Rleth-R€€ey Constr. Co. Inc
<br />Item
<br />No.
<br />Doseripttan
<br />&antlty
<br />Unit
<br />Unit Price
<br />I Amount
<br />Unit Pdco
<br />Amount
<br />Unit Price
<br />Amount
<br />1.
<br />Go Stru6orr Engirleedru
<br />1
<br />LS
<br />1.5%
<br />$5,294.10
<br />$3,700.00
<br />$3.700.00
<br />$1,000.00
<br />S4,000.00
<br />2.
<br />MotaBsakor,r0emabilizatfnn
<br />1
<br />LS
<br />5.0%
<br />$17,647.90
<br />S'18,500.00
<br />51a,600.00
<br />$3,000.00
<br />$3,000.00
<br />3.
<br />Claming Righl of Way
<br />1
<br />LS
<br />'siipw00
<br />$5,00.00
<br />S8.450.00
<br />48,450.00
<br />$7,600.00
<br />$7,600.Oo
<br />4.
<br />Sheal 819n, Remove aW Relocate
<br />3
<br />EACH
<br />$seo.n0
<br />$900.00
<br />$400.00
<br />$1.2uu 9n
<br />$30o.0o
<br />$900.00
<br />5.
<br />Fire Hydrant Assembly, Remove and Relocate
<br />1
<br />EACH
<br />$600.00
<br />$600A0
<br />S5.2w 00
<br />$5.200.00
<br />$2,300.00
<br />$2,3W 00
<br />6,
<br />Gamete Curb and Gutter. Remove
<br />020
<br />LFT
<br />$9.uo
<br />$7,380.00
<br />$5.30
<br />$4.346.00
<br />$14.00
<br />$11,480.00
<br />7.
<br />Comets Approaches, Remove
<br />240
<br />sY0
<br />$1eilo
<br />$2,400.00
<br />$11.00
<br />$2,640.00
<br />$37.00
<br />$8,880.00
<br />a
<br />1comMon Excavation
<br />2,370
<br />CYO
<br />$20.00
<br />$47,400.00
<br />$24.00
<br />558,880.00
<br />$28.00
<br />$86,360.00
<br />9.
<br />B'Borroa
<br />1,490
<br />CYOr$25.00
<br />$26,820.00
<br />330.80
<br />$45,892.00
<br />$3400
<br />$50,860.00
<br />10.
<br />Milling, Asphalt Variable Depth
<br />4,000
<br />SYD
<br />$8,120,00
<br />$3.00
<br />$12,180.00
<br />$3,50
<br />$14,210.00
<br />11.
<br />HMA for PatchiN(undistributed)
<br />340
<br />TON
<br />$34.000.00
<br />$50.00
<br />519,72o-W
<br />$135.00
<br />$454900.00
<br />12.
<br />Compacted Aggregate ff Base, Na. 53
<br />630
<br />TON
<br />$15,750.00
<br />$4000
<br />$25,200.00
<br />$3300
<br />$20,790A0
<br />13.
<br />HMA SvAace, 9.6 mm, Type U
<br />480
<br />TON
<br />M.800.00
<br />$0200
<br />$39,360.00
<br />$97.00
<br />$46.%0.00
<br />14.
<br />HMA Intermediate,#9.0 mm. TypeB
<br />170
<br />TON
<br />$13,260.00
<br />$78.00
<br />$13,200.00
<br />$130.00
<br />$22,100,00
<br />15.
<br />AMA Base, 25A MR Type O
<br />670
<br />TON
<br />$70.00
<br />$46,900.00
<br />$58.00
<br />$38,660.00
<br />$84.00
<br />$58,280A0
<br />18,
<br />Calmat. Curb and Ginter, 6.
<br />820
<br />LFT
<br />$26.00
<br />$20,500.00
<br />$29.00
<br />$23.780.00
<br />$27.00
<br />422,140,00
<br />17,
<br />PCCP for Approaches, 8'
<br />60
<br />5YO
<br />$6500
<br />$3,W0.00
<br />$7200
<br />$4.920.00
<br />$65.00
<br />$3,900.0o
<br />W
<br />PCCP for Approaches. 9'
<br />320
<br />5Y0
<br />$75.00
<br />$24,000.00
<br />$79.50
<br />$25,440.00
<br />583.00
<br />$20,16ano
<br />19.
<br />Mulched $mdinu, Type U
<br />660
<br />SYO
<br />$1.50
<br />$1,290.00
<br />$6.67
<br />$5,736.20
<br />$6,28
<br />$5,400,80
<br />20,
<br />MaInIoWng Traffic
<br />1
<br />LS
<br />$30,000.00
<br />$30,000.00
<br />$15,474.80
<br />$15.414.60
<br />$8,000.00
<br />$6,000.00
<br />21,
<br />Jne, Therm Pastic, Yellow, 4'
<br />614
<br />LFT
<br />$1.00
<br />$518.00
<br />32A0
<br />$1,03ana
<br />$1.45
<br />$751.10
<br />22,
<br />Jne, Thaw oastic, While, 4'
<br />230
<br />LFT
<br />$1.00
<br />$230,00
<br />$2.00
<br />$460.00
<br />$1.45
<br />$333.60
<br />23,
<br />ransverse Uns, Thermoplastic, White, 24", Stop Bar
<br />40
<br />LFT
<br />$6.00
<br />$240,00
<br />$10 00
<br />$400.00
<br />$5.95
<br />$238.00
<br />24-
<br />Pavement Message Mwkirug, Ther nopla Uc, Lorne Ind!-V.
<br />2
<br />EACH
<br />$350.00
<br />$700.00
<br />$250,00
<br />$500.00
<br />S80.00
<br />516Uc0
<br />26.
<br />iAMA fnr Temporary Pavement
<br />445
<br />5YU
<br />$50.00
<br />$22.250.00
<br />L $37,00
<br />S55,465.00
<br />534.00
<br />$16,130.00
<br />Total - Base Bid
<br />$375,900.00
<br />$389,000.00
<br />$437.133.40
<br />,. A RAlll .....r Anc„Hann rJnrlh n(nrpvalanH Rnad
<br />Engineers Estimate Walsh & Kelly, Inc.
<br />Rlettl-R€ley Constr. Co. Inc
<br />E
<br />Oescript€on 4auanury Unit
<br />Unit Pr€co
<br />Amours! Unit Pdce
<br />Al
<br />Milling, AsphalL Vadable Oepth 8,650 sYp
<br />$2.00
<br />$17,21M00 $3.80 1
<br />$31,140,00
<br />$1.651
<br />S14,272.50
<br />A2.
<br />AMA Surface, 9.5 mm, Type 11 750 TON
<br />$95,00
<br />$63,75000 $79.011 1
<br />$59,25ario
<br />$95.00
<br />571,250.00
<br />A3.
<br />AMA for Patchhg(UAdfSlribuled) 710 TON
<br />$100.00
<br />$71,0W.00 $56-00 1
<br />$41,180.00
<br />$129.co
<br />$91,690.00
<br />Total - AlternateA
<br />$152.050.00 $131,570.00
<br />$177,112,50
<br />Englneers Estimate
<br />Walsh & Kelly, Inc. I Rfeth•Rlley Conste. Co. Inc
<br />Total Base Bid
<br />$375,900.00
<br />$369 o0G.00 $437,133.40
<br />total Base B€d +AlternateA
<br />$527,950.00
<br />$520.570.00 $614,245.90
<br />Addendum 41 Acknowledged A - stttt
<br />I hereby certify that the above truly and accurately{�!t!
<br />represents bids received for this project on June 12, 2018 A
<br />K0.�os�otoz
<br />�jl." � ar. 14 / 1 � � �� ■
<br />Chad A. e
<br />Abonmarthche Consultants, Inc.
<br />Yes Yes
<br />loft
<br />
|