Home > Notice of Letting > Contract Detail

June 15, 2018 Letting 10:00 AM
211-76L05

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

Bulletin Description

Replace steel plate beam guardrail and terminal end sections at various locations.
Region District DBE % VBP % Federal Project #
5 8 0.00 0.00 HSIPQH5R(337)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Various
  • VARIOUS
  • DIST 8 GUARDRAIL 2018-3
  • C-98-220-18
  • 0-00813-8003
Contract Specifics
65 Working Days
Previously advertised on April 27, 2018 (Item 051).
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of June 05, 2018 04:30 PM.

  • Tangent Terminals: Q1) Please advise if the tangent terminals will be required to be MASH approved or remain with the current NCHRP 350 standard? Q2) Type 6, and 6A traffic barrier terminals: The standard calls for an INCIDENTAL double nested W-Beam rail element when there is a continuous curb running the length of the terminal. Q1: Please identify which locations, if any, will have a continuous curb under the T6 terminal that would necessitate a double nested W-Beam.
    A1) Upon further consideration, the previous answer has been revised as follows: Effective for contracts let after June 30, 2018, Guardrail Barrier Terminal, Type 1 (Special) Tangent will be required to comply with MASH testing criteria. (Devices that are currently approved for use as meeting the NCHRP 350 testing criteria will no longer be allowed on contracts let after June 30, 2018.) Devices that comply with the NCHRP 350 testing criteria will continue to be allowed on all active contracts let on or before June 30, 2018. The Qualified Product List for Traffic Barrier Terminal, Type 1 (Special) will be revised effective July 1, 2018 to reflect this change. A2) It is the bidder's responsibility to inspect the site of the proposed work and become familiar with all the local conditions. Coordinates for each location can be copied into Google Maps street view for verification. (06/12/2018)

  • 50900200 Steel Rail, Type 2399 - On sheet #8 it calls for the Existing T-1 tubing to be removed and keep the existing posts. Are you mounting new 2399 tubing to the existing posts only? For reference the 2399 rail has a 6'-3" max spacing and T-1 is a 9'-6" max spacing. Please confirm.
    Yes, the intent is to remove the existing T-1 tubing, keep the existing posts, and mount the new 2399 tubing to the existing posts. (06/07/2018)

  • AISC: Weak Post Guardrail: Will the posts for this item need to be fabricated by an AISC CERTIFIED shop as per Article 106.08 of the Standard Specifications? Location 15: Plan sheet 11 shows 1337.5 LF of GR A 6 FOOT and the Schedule of Quantities on plan sheet4 does not address this quantity. Q: Will the quantity of GR A 6 FOOT be increased to account for this run of guardrail?
    An addendum is forthcoming on this issue. The quantity of SPBGR, TY A 6' Posts will be increased accordingly. (06/07/2018)

Authorized Bidders

  • 4055 Midwest Fence Corporation
    900 N Kedzie Ave
    Chicago, IL 60651
    Phone: (773) 722-6616 Fax: (773) 722-6626 Email: No Record
    $612,957.90

  • 1112 Clevenger Contractors, Inc.
    355 Naples Road
    Bluffs, IL 62621
    PO Box 19
    Bluffs, IL 62621
    Phone: (217) 754-3411 Fax: (217) 754-3537 Email: clever@irtc.net

  • 1163 Collins & Hermann, Inc.
    1215 Dunn Road
    St. Louis, MO 63138
    Phone: (314) 869-8000 Fax: (314) 869-8498 Email: msedelkova@collinsandhermann.com
    $864,928.77

  • 2763 Illini Excavation & Reclamation, Inc.
    800 North Delmar
    Hartford, IL 62048
    PO Box 87159
    South Roxana, IL 62087
    Phone: (618) 254-5588 Fax: (618) 254-8860 Email: chris@illiniexcavation.com
    $854,530.23

  • 2836 Industrial Fence, Inc.
    1300 S. Kilbourn Ave.
    Chicago, IL 60623
    Phone: (773) 521-9900 Fax: No Record Email: tgray@industrialfenceinc.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20400800 CU YD FURNISHED EXCAVATION Base items 189.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 280.900
50104000 FOOT BRIDGE RAIL REMOVAL Base items 726.000
50900200 FOOT STEEL RAILING, TYPE 2399 Base items 500.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 400.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 5,725.500
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 4,750.500
63000052 FOOT WEAK POST GUARDRAIL ATTACHED TO CULVERT CASE III Base items 271.900
63000350 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 12 FT 6 IN SPAN Base items 37.500
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 4.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 2.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 29.000
63200310 FOOT GUARDRAIL REMOVAL Base items 11,943.000
67100100 L SUM MOBILIZATION Base items 1.000
70100310 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701421 Base items 1.000
70100350 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701101 Base items 3.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102630 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701601 Base items 1.000
70102635 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 29.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 160.000
X4402020 SQ FT CONCRETE MEDIAN SURFACE REMOVAL Base items 400.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
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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.