Home > Notice of Letting > Contract Detail

November 07, 2025 Letting 12:00 PM
128-89832

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

Bulletin Description

Guardrail replacement on various routes in Tazewell, Peoria and Woodford Counties. Includes, curb and gutter, and pedestrian railing.
Region District DBE % VBP % Federal Project #
3 4 0.00 0.00 TKUI(239)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Tazewell
  • VARIOUS
  • ROUTES
  • 21-00000-00-SP
  • C-94-017-23
  • 0-00110-4002
Contract Specifics
120 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of October 28, 2025 04:30 PM.

  • Wood GR Removal at Location HKT 19-22: The wood planking is supported by large diameter pilings. Are ‘as-builts’ available to help determine what we are dealing with? If for some reason they cannot be removed, can they be cut off at grade? Please advise.
    For these locations, the intention with the WOOD GUARDRAIL REMOVAL pay item is only for the top wooden rail of guardrail to be removed. Any wooden planks shown at ground level are actually part of the wooden retaining wingwall and should remain in place, and the wooden piles should remain in place as well and should not be cut down to existing grade line. The new guardrail posts should be placed to avoid these wooden piles. (10/30/2025)

  • Guardrail (BDE) Special Provision page 34: This states that guardrail installation is to be completed with 3 calendar days of removal or shielded with temp longitudinal barrier. This is not reasonable, considering the shoulder work that is needed and then subsequent JULIE call after shoulder work is completed, which is now taking a minimum of 3 days before locates are completed and work can begin. Please confirm lighted barrels will suffice, also as noted in BDE, while this upgrade is underway.
    The expectation was that the contractor wouldn't remove any guardrail until after the location has been marked by JULIE. Then, if after removing the guardrail it takes more than three days to place the new guardrail, temporary longitudinal barrier will be required as approved by the Engineer. The lighted barrels in question fall under Category 2, meaning those devices need to be MASH compliant. (10/29/2025)

  • Relocating Name Plates: Name plate at TCZ 021 is embedded in concrete parapet wall. There is no work on the parapet. Does this name plate actually need to be relocated? IF yes, to where? Name plate at LMT 016 is attached to face of existing guardrail on bridge that does not appear needing to be replaced. Does this name plate need to be relocated? Please clarify this.
    An addendum will be issued. (10/27/2025)

  • Right of Way Markers: Which type of ROW Marker will be required, Method A or Method B? Please confirm that the Resident Engineer will provide property lines / corners for the installation of the new markers, OR is it intended that the new markers will replace existing markers.
    Per Article 666.03 of the Standard Specifications, Method B right-of-way markers shall be used when erected within improved residential areas. This should be the method used for the two markers in the mowed/short grass areas as well as the marker at the back of sidewalk at the structure. It looks like two of the markers will be on the stream bank, and we would recommend Method A for those. Then, it appears there will also be a marker down in the stream, which should be placed using Method B. We have confirmed these preferences with the Village of Bartonville as well. Our anticipation would be that the RE would provide the property lines and corners as shown on the plats. (10/27/2025)

  • Guardrail Removal: There are locations where there appears to be a second guardrail element attached to the existing posts positioned below grade, apparently being utilized as a type of retaining device. Will this be removed and if so how will it get compensated?
    For any and all of these instances, the additional rail element will be removed and shall be included in the cost of GUARDRAIL REMOVAL. (10/27/2025)

Authorized Bidders

  • 3524 Lovewell Fencing, Inc.
    21060 Holden Drive
    Davenport, IA 52806
    Phone: (563) 391-7025 Fax: (563) 391-4005 Email: mlovewell@lovewellfence.com
    $2,498,941.00 is within a reasonable approximation of the Estimate

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

  • 4055 Midwest Fence Corporation
    900 N Kedzie Ave
    Chicago, IL 60651
    Phone: (773) 722-6616 Fax: (773) 722-6626 Email: No Record
    $2,749,915.75

Non Bidders

  • 0737 CSD Environmental Services, Inc.
    9979 Palm Road
    Glenarm, IL 62536
    Phone: (217) 522-4085 Fax: (217) 522-4087 Email: frank@csdenviro.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

Pay Item # UOM Description Type Quantity Unit Price
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 81.000
44000600 SQ FT SIDEWALK REMOVAL Base items 81.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 2,614.000
50102400 CU YD CONCRETE REMOVAL Base items 2.400
50104000 FOOT BRIDGE RAIL REMOVAL Base items 66.000
50300225 CU YD CONCRETE STRUCTURES Base items 2.400
50900805 FOOT PEDESTRIAN RAILING Base items 63.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 14,200.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 4,387.500
63000007 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE B, 6 FOOT POSTS Base items 25.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 93.750
63000350 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 12 FT 6 IN SPAN Base items 112.500
63000360 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 18 FT 9 IN SPAN Base items 175.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 45.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 4.000
63100075 EACH TRAFFIC BARRIER TERMINAL, TYPE 5A Base items 20.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 107.000
63200310 FOOT GUARDRAIL REMOVAL Base items 18,054.000
66600105 EACH FURNISHING AND ERECTING RIGHT OF WAY MARKERS Base items 5.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 153.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 436.000
LR631020 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 Base items 1.000
X0327176 FOOT WOOD GUARDRAIL REMOVAL Base items 1,766.000
X0327301 EACH RELOCATE EXISTING MAILBOX Base items 1.000
X2600012 EACH REMOVE AND RELOCATE SIGN PANEL AND POLE ASSEMBLY Base items 3.000
X6330725 FOOT STEEL PLATE BEAM GUARDRAIL (SHORT RADIUS) Base items 350.000
X6331007 FOOT REMOVAL AND REPLACEMENT OF STEEL PLATE BEAM GUARDRAIL, RAIL ELEMENT Base items 652.000
X6331009 FOOT REMOVE AND REPLACE STEEL PLATE BEAM GUARDRAIL (SPECIAL) Base items 50.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0001002 TON GUARDRAIL AGGREGATE EROSION CONTROL Base items 2,272.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $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.