Home > Notice of Letting > Contract Detail

August 02, 2019 Letting 10:00 AM
023-74894

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

Bulletin Description

Replacing obsolete guardrail and terminals at various locations in Richland and Lawrence Counties.
Region District DBE % VBP % Federal Project #
4 7 0.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Richland
  • Lawrence
  • VARIOUS
  • D7GUARDRAIL END SECTIONS2019-1
  • C-97-022-19
  • 7-76910-8718
Contract Specifics
Completion Date: August 15, 2020
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of July 23, 2019 04:30 PM.

  • Location 16: The plans call for the guardrail to be positioned 8’ off EOP. This effectively places the guardrail within a concrete shoulder, typical on both sides of the roadway. Please provide as-built drawings for the shoulder or declare the maximum depth of concrete we can expect to core-drill through, OR will the effort to core the PCC shoulder be tracked on Force Account basis?
    Location 16: According to the original construction plans the shoulder that will need coring for the new posts is 9” thick. This work should be included in the bid price for the guardrail. (07/24/2019)

  • Location 21(1 of 2): The plans call for the guardrail to be positioned 3’ off EOP. Plan sheet 7 also directs the coring through the slope wall. This directive will position the post near the bottom of the slope wall which could translate into trying to core drill through the Slope Wall anchor which, depending on the type, can be up to 24” or more in depth. Given that it is impossible to bid ‘unknown’ incidental work, please provide the following:‘As Built’ drawings of the existing slope wall.
    Location 21: According to the original construction plans there is no toe wall for the existing 4” thick slope wall. Coring through existing slope wall should be included in the bid price for the guardrail. (07/24/2019)

  • Location 21 (2 of 2): Cross section illustrating how the post will align with the slope wall anchor. If the slope wall concrete depth and the type and depth of the slope wall anchor remains ‘UNKNOWN’, the effort to get through the concrete should be deleted from this contract and tracked on a force account basis. Contract 72G87 from the June Letting addressed this issue by providing Pay Items 50104650 Slope Wall Removal and 51100100 Slope Wall 4 Inch. This could also be utilized at Location 16?
    Location 21: According to the original construction plans there is no toe wall for the existing 4” thick slope wall. Coring through existing slope wall should be included in the bid price for the guardrail. (07/24/2019)

  • Location 21: Please confirm that there will be one continuous run of guardrail going under both sets of bridges on each side of the road?
    Location 21: The proposed guardrail will be continuous under both structures, no connections to piers. (07/24/2019)

  • The TBT TYPE 6A SPL. states to drill holes in existing bridge rail to allow installation of the guardrail connection plate assembly and modify connection angles to fit existing rail caps. The standard connection plates will not work with the existing bridge rail at locations 1 and 12 and is questionable at location 13. The connection angles will not work at location12. Can IDOT supply detailed drawings of what is to be expected?
    Location 1 has bridge rail with the small rail element on top. The connection plate could be used if the gap between the two rail elements is 6 inches. The excess plate above the top of the bridge rail would need to be cut off. Additional holes must be drilled in the connection plate to allow bolting to the thrie beam. Location 12 has single element bridge rail and the connection plate would not be applicable at all and would be omitted. Bolt the thrie beam end shoe to the rail element with the top of the thrie beam even with the top of the bridge rail. Connection angles can be fitted after holes are drilled in new locations. Location 13 appears identical to a location 2 miles west of Shumway on IL 33 where this item was effectively used. (07/16/2019)

Authorized Bidders

  • 4055 Midwest Fence Corporation
    900 N Kedzie Ave
    Chicago, IL 60651
    Phone: (773) 722-6616 Fax: (773) 722-6626 Email: No Record
    $970,709.00

  • 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
    $1,017,192.70

  • 1163 Collins & Hermann, Inc.
    1215 Dunn Road
    St. Louis, MO 63138
    Phone: (314) 869-8000 Fax: (314) 869-8498 Email: msedelkova@collinsandhermann.com
    $1,072,888.86

  • 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

  • 3524 Lovewell Fencing, Inc.
    21060 Holden Drive
    Davenport, IA 52806
    Phone: (563) 391-7025 Fax: (563) 391-4005 Email: mlovewell@lovewellfence.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
50800105 POUND REINFORCEMENT BARS Base items 142.000
54001002 EACH BOX CULVERT END SECTIONS, CULVERT NO. 2 Base items 2.000
54001006 EACH BOX CULVERT END SECTIONS, CULVERT NO. 6 Base items 2.000
54002020 EACH EXPANSION BOLTS 3/4 INCH Base items 76.000
54010503 FOOT PRECAST CONCRETE BOX CULVERTS 5' X 3' Base items 6.000
54248510 CU YD CONCRETE COLLAR Base items 2.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 10.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 6,725.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 3,813.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 4.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 22.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 60.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 16,337.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 62.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 186.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 1.000
X4811900 TON AGGREGATE SHOULDERS (SPECIAL) Base items 219.000
X6310088 EACH TRAFFIC BARRIER TERMINAL TYPE 6A (SPECIAL) Base items 9.000
X6311217 EACH TRAFFIC BARRIER TERMINAL, TYPE 6B (SPECIAL) Base items 4.000
X6330725 FOOT STEEL PLATE BEAM GUARDRAIL (SHORT RADIUS) Base items 25.000
Z0049790 EACH RELOCATING NAME PLATES Base items 1.000
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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.