Home > Notice of Letting > Contract Detail

July 30, 2021 Letting 12:00 PM
043-78656

Plans and Special Provisions
Pay Item Report
Electronic Bidding (EBids)

Bulletin Description

9 miles of lane addition, median barrier installation and resurfacing existing lanes of I-57 from mile post 66 to Marcum Branch.
Region District DBE % VBP % Federal Project #
5 9 5.00 0.00 NHPP-HIBRCLGU(392)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Franklin
  • FAI 57
  • D9 I-57 ADD LANE-4;(28-5)B-3
  • C-99-084-18
  • 9-00147-2000
  • 9-00147-2010
Contract Specifics
Project Labor Agreement
Completion Date: June 30, 2025
No More Contract Specifics

Ask Subscribe Questions and Answers (15 Submitted / 15 Answered ) Questions not accepted as of July 20, 2021 04:30 PM.

  • Could the curve data, superelevation rates and transitions to super be provided for each curve?
    The curve data information will be provided to the Resident Engineer. After the contract is executed, the contractor can request the information if needed. (07/21/2021)

  • HMA: The cross sections do not illustrate the guardrail and the plans do not clearly identify if the guardrail will be positioned in an aggregate or HMA / WMA shoulder. Please amend the cross sections OR declare what type of shoulder the guardrail posts will be driven in to. IF HMA, advise depth of HMA surface.
    The guardrail should be placed on the earth shoulder as shown on the cross sections and on standard 630301. (07/20/2021)

  • The existing structural plans for 028-0006 and 028-0007 provided as Additional Information do not appear to provide details of the 1993 and 1994 modifications to the structures. Notes on Plan Sheet 165 state the decks were replaced in 1993 and 1994. Were stud shear connectors added to the W36x170 beams as part of the 1993/1994 improvements?
    The existing plans for the 1993/1994 improvements will be posted on the website. Please continue to monitor the site for updates. (07/19/2021)

  • The joint detail of concrete pavement on sheet 220 in the plans calls out #6 smooth bars at 36" centers. Was the actual intent for these #6 bars to be deformed #6 tie bars typically used for longitudinal construction joints as called out in standard 420001-09
    An addendum will be issued to address this issue. Please continue to monitor the website for updates. (07/16/2021)

  • The cross sections show the barrier wall having a flat section at the bottom of the wall when the pavement is in a superelevation on the low side shoulder . The standards shows that flat section on the top of the low side shoulder. Which drawing is correct and will be acceptable for this project?
    The concrete barrier wall should be constructed according to Standard 637006. (07/16/2021)

  • Will Modified Urethane be allowed in lieu of polyurea?
    Polyurea shall be used for this contract. Modified Urethane will not be allowed. (07/16/2021)

  • The contract includes 17 CY of Concrete Removal. The I-57 REMOVAL plan sheets 118 - 133 and GUARDRAIL SCHEDULE ( sheets 36 and 37) indicate this work may be associated with existing pier crash walls at structures 028-0057, 028-0022, 028-0054 and 028-0062. No details of the Concrete Removal at these locations appear to be provided in the plans.
    An addendum will be issued to address this issue. Please continue to monitor the website for updates. (07/16/2021)

  • The shoulders are overlaid in Stages 1 and 2 before shifting traffic. Will Type 3 Tape required on the new shoulders since it will be the final surface? Will Type 3 Tape be required in Stages 4, 5 & 6 on final surfaces?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. In particular, the pavement markings for shifting traffic onto final surfaces should follow BDE Special Provision Temporary Pavement Marking as shown. "Type I marking tape or paint shall be used at the option of the Contractor, except paint shall not be applied to the final wearing surface unless authorized by the Engineer for late season applications where tape adhesion would be a problem. Type III or Type IV marking tape shall be used on the final wearing surface when the temporary pavement marking will conflict with the permanent pavement marking such as on tapers, crossovers and lane shifts.” (07/16/2021)

  • The joint detail of concrete pavement alternate B on sheet 220 in the plans does not show any longitudinal joints in the shoulder pavement. Will a longitudinal construction joint be permitted at each side of the barrier wall? Will any other longitudinal joints be required in the 18.5' wide shoulder pavement
    An addendum will be issued to help clarify this issue. It has a longitudinal joint at a maximum of 12' from edge of shoulder. The concrete barrier shall be constructed according to one of the options shown on Standard 637006. Please continue to monitor the website for updates. (07/16/2021)

  • The typical sections for Alternate B shows the stabilized subbase and the shoulder pavement under the barrier wall as being the Barrier Wall Base. The quantities do not reflect this 3' wide area under the Barrier Wall. Will there be a pay item added for the Concrete Barrier Base per IDOT Spec 637.12?
    The quantities were included in the pay items Portland Cement Concrete Shoulders, 10 1/2", Stabilized Subbase, 4", and Subbase Granular Material, 10". (07/16/2021)

  • The plans go from plan sheet 231 to 236. Where sheets 232-235 omitted?
    As shown on the Index of Sheets on sheet 3 of the plans, sheets 232-235 were deleted from the plans. (07/16/2021)

  • Are there any restriction of delivery material or removal of excess material at daytime as long as two lanes remain open?
    An addendum will be issued to address this question. Please continue to monitor the website for updates. (07/16/2021)

  • Can IDOT make vectorized .pdf's of the cross section sheets available to contractors?
    The available plan sheets are already vectorized. (07/13/2021)

  • Would it be possible to make the structural plans available for existing structures 028-0006 and 028-0007?
    Structural plans will be made available for the existing structures. Please continue to monitor the website for updates. (07/13/2021)

  • Would IDOT consider adding additional ALTERNATES, to allow for the New Median Shoulders & New Driving Lane to utilize a different pavement Alternate vs. the Existing Driving Lanes & Outside Shoulders in the Full Depth Replacement areas? The additional Alternates would allow the quantities to be split up between the median work and the replacement areas.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. After the contract has been executed, the contractor may submit value engineering proposals for a different pavement alternative. (07/13/2021)

Authorized Bidders

  • 5550 E. T. Simonds Construction Company
    1500 N Oakland Ave
    PO Box 2107
    Carbondale, IL 62902
    PO Box 2107
    Carbondale, IL 62902
    Phone: (618) 457-8191 Fax: (618) 549-0131 Email: jjones@etsimonds.com
    Base + A $67,611,531.01

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com

  • 3810 McCarthy Improvement Company
    5401 Victoria Avenue
    Davenport, IA 52807
    Phone: (563) 359-0321 Fax: (563) 344-3717 Email: estimating@mccarthyimprovement.com

  • 4135 Millstone Weber LLC
    601 Fountain Lakes Blvd.
    St. Charles, MO 63301
    Phone: (636) 949-0038 Fax: (636) 949-3129 Email: bids@millstoneweber.com

Non Bidders

  • 3001 Johnson Bros. Corporation, A Southland Company
    (Pending Authorization)
    608 Henrietta Creek Rd
    Roanoke, TX 76262
    Phone: (817) 293-4263 Fax: (817) 293-5065 Email: No Record

  • 9001 Veritas Steel LLC
    2800 Melby Street
    Eau Claire, WI 54703
    Phone: (715) 835-2800 Fax: (715) 835-4244 Email: lgeissler@veritassteel.com

Pay Item # UOM Description Type Quantity Unit Price
20100500 ACRE TREE REMOVAL, ACRES Base items 5.000
20200100 CU YD EARTH EXCAVATION Base items 70,370.000
20300100 CU YD CHANNEL EXCAVATION Base items 1,760.000
20900110 CU YD POROUS GRANULAR BACKFILL Base items 19,843.000
25000210 ACRE SEEDING, CLASS 2A Base items 8.000
25000350 ACRE SEEDING, CLASS 7 Base items 8.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1,350.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 675.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 675.000
25000700 TON AGRICULTURAL GROUND LIMESTONE Base items 15.000
25100115 ACRE MULCH, METHOD 2 Base items 15.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 750.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 2,400.000
28000500 EACH INLET AND PIPE PROTECTION Base items 140.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 2,835.000
28200200 SQ YD FILTER FABRIC Base items 2,616.000
31100300 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 4" Alternate A 147,244.000
31100900 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 10" Base items 304,403.000
31200100 SQ YD STABILIZED SUBBASE 4" Alternate B 292,697.000
40605024 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 9.5, MIX "E", N80 Base items 28,195.000
40700100 POUND BITUMINOUS MATERIALS (TACK COAT) Alternate B 129,951.000
40700100 POUND BITUMINOUS MATERIALS (TACK COAT) Alternate A 442,224.000
40701966 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 14 1/4" Alternate A 118,609.000
40702016 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 16 3/4" Alternate A 26,844.000
42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 413.000
42000511 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10 1/2" (JOINTED) Alternate B 118,609.000
42000531 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 11 1/2" (JOINTED) Alternate B 26,844.000
42001300 SQ YD PROTECTIVE COAT Alternate B 145,453.000
44000100 SQ YD PAVEMENT REMOVAL Base items 28,797.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 253,864.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 53,225.000
48203037 SQ YD HOT-MIX ASPHALT SHOULDERS, 10" Alternate B 6,792.000
48203037 SQ YD HOT-MIX ASPHALT SHOULDERS, 10" Alternate A 165,212.000
48300510 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 10 1/2" Alternate B 147,244.000
48300610 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 11 1/2" Alternate B 11,186.000
48301000 SQ YD PROTECTIVE COAT Alternate B 158,430.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50100400 EACH REMOVAL OF EXISTING STRUCTURES NO. 2 Base items 1.000
50102400 CU YD CONCRETE REMOVAL Base items 17.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 20.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 384.000
50200100 CU YD STRUCTURE EXCAVATION Base items 200.000
50200300 CU YD COFFERDAM EXCAVATION Base items 938.000
50201121 EACH COFFERDAM (TYPE 2) (LOCATION - 1) Base items 1.000
50201122 EACH COFFERDAM (TYPE 2) (LOCATION - 2) Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 916.200
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 1,502.000
50300300 SQ YD PROTECTIVE COAT Base items 5,610.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 357.600
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 29,766.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 586,650.000
50800515 EACH BAR SPLICERS Base items 3,006.000
50800530 EACH MECHANICAL SPLICERS Base items 8.000
51202100 FOOT FURNISHING STEEL PILES HP14X117 Base items 4,951.000
51202305 FOOT DRIVING PILES Base items 4,951.000
51204100 EACH TEST PILE STEEL HP14X117 Base items 4.000
51500100 EACH NAME PLATES Base items 2.000
52100520 EACH ANCHOR BOLTS, 1" Base items 176.000
52200010 SQ FT TEMPORARY SHEET PILING Base items 958.000
54248510 CU YD CONCRETE COLLAR Base items 16.600
550A0380 FOOT STORM SEWERS, CLASS A, TYPE 2 18" Base items 3.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 24,963.000
550A0680 FOOT STORM SEWERS, CLASS A, TYPE 3 18" Base items 17.000
550A0710 FOOT STORM SEWERS, CLASS A, TYPE 3 24" Base items 447.000
550A1010 FOOT STORM SEWERS, CLASS A, TYPE 4 24" Base items 12.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 595.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 300.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 50.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 500.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 101,542.000
60270055 EACH DRAINAGE STRUCTURES, TYPE 5 WITH TWO TYPE 22 FRAME AND GRATES Base items 139.000
60500060 EACH REMOVING INLETS Base items 39.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 135.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 4,913.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 1.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 13.000
63100089 EACH TRAFFIC BARRIER TERMINAL, TYPE 6B Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 14.000
63200310 FOOT GUARDRAIL REMOVAL Base items 7,203.000
63500105 EACH DELINEATORS Base items 365.000
63700280 FOOT CONCRETE BARRIER, DOUBLE FACE, 44 INCH HEIGHT Base items 43,590.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 103,284.000
64300260 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 8.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 110.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 3.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 13.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 42.000
67000600 CAL MO ENGINEER'S FIELD LABORATORY Base items 42.000
67100100 L SUM MOBILIZATION Base items 1.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 13,256.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 4,419.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 107.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 246,886.000
70300250 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" Base items 2,061.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 102.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,440.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 1,015.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 915.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 232.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 24.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 2.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 14.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 719.000
73100100 EACH BASE FOR TELESCOPING STEEL SIGN SUPPORT Base items 61.000
73304000 FOOT OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED Base items 40.000
78001100 SQ FT PAINT PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 83.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 2,840.000
78001150 FOOT PAINT PAVEMENT MARKING - LINE 12" Base items 140.000
78008300 SQ FT POLYUREA PAVEMENT MARKING TYPE II - LETTERS AND SYMBOLS Base items 107.000
78008330 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 6" Base items 246,886.000
78008340 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 8" Base items 2,061.000
78008370 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 24" Base items 102.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 9,386.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 103.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 149.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 2,350.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 1,287.000
X0100020 CU YD EARTH EXCAVATION (UNSUITABLE MATERIAL) Base items 20,240.000
X0322278 EACH RODENT SHIELDS Base items 131.000
X2503100 UNIT MOWING Base items 3,503.000
X3552128 SQ YD HOT-MIX ASPHALT EDGE LINE REPAIR, 2" Base items 23,444.000
X3552129 SQ YD HOT-MIX ASPHALT SHOULDER REPAIR, 2" Base items 99,982.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 3,324.000
X6013700 FOOT PIPE UNDERDRAIN REMOVAL (SPECIAL) Base items 67,673.000
X6027005 EACH DRAINAGE STRUCTURES, TYPE 5 WITH TWO TYPE 22 FRAME AND GRATES (SPECIAL) Base items 1.000
X6350120 EACH DELINEATOR REMOVAL Base items 365.000
X6430120 EACH REMOVE IMPACT ATTENUATORS, NO SALVAGE Base items 3.000
X6431120 EACH REMOVE IMPACT ATTENUATOR SAND MODULE Base items 14.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 125,128.000
X7040125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 144.000
X7830074 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 246,886.000
X7830076 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 2,061.000
X7830090 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 102.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018004 EACH DRAINAGE SCUPPERS, DS-12 Base items 6.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 5,240.000
Z0034105 TON MATERIAL TRANSFER DEVICE Alternate B 28,195.000
Z0034105 TON MATERIAL TRANSFER DEVICE Alternate A 148,046.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 336.000
Z0054500 TON ROCK FILL Base items 30,360.000
Z0076600 HOUR TRAINEES Base items 3,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 3,000.000 $15.00
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.