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January 18, 2019 Letting 10:00 AM
041-68E76

Bulletin Description

Installation and removal of guardrail, inlet adjustments and miscellaneous concrete work to separate US 150 (West Jackson Street) from the adjacent multi-use trial from Beverly Avenue to Cedar Avenue, on the northwest side of Morton
Region District DBE % VBP % Federal Project #
3 4 0.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Tazewell
  • FAU 6757
  • 105-BLP
  • C-94-015-19
  • 0-01625-4018
Contract Specifics
Small Business Initiative (Bid Bond is not required)
20 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of January 08, 2019 04:30 PM.

  • Please specify how much of the proposed guardrail is be installed into a 2” Concrete Surface.
    Contractors should read the Invitation For Bids, paragraph g, EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF THE WORK, regarding the existing site conditions. From that paragraph, please note: “The bidder shall inspect in detail the site of the proposed work, investigate and become familiar with all the local conditions affecting the contract and the detailed requirements for construction. Submission of a bid shall be a conclusive assurance and warranty the bidder has made these examinations and the bidder understands all requirements for the performance of the work. If the bid is accepted, the bidder will be responsible for all errors in the proposal resulting from a failure or neglect to comply with these instructions. The Department will not be responsible for any costs, expenses, losses, or change in anticipated profits resulting from such failure or neglect of the bidder to make these examinations.” (01/08/2019)

  • Plan sheet 10 details a method of measurement for the traffic barrier terminals and guardrail that are not typical. The details suggest that the terminal’s 50-ft length are to end at a post – This would suggest that some of the terminals are to be built differently than manufactured as it has been shown that systems on the approved list of terminals have a length that end at the splice. If a specific terminal is desired for this contract – please clarify.
    The pay limits of the terminal sections are shown to end on a post but the physical end section may end at the splice. (01/07/2019)

  • Guardrail Removal Special is to include 3 single sand barrels installed at 3 locations. Can the barrels set on existing surface or are concrete pads necessary? How much sand is to be in each barrel?
    The three sand barrels are for pedestrian/bicyclist protection from the cut ends of guardrail. The barrels will sit on the existing ground and a new pad will not be required, although some modifications to the surface may be needed. The contractor shall assure that the barrels are sitting reasonably flat and set in a position that offers positive protection for perceived bicycle crashes or potential snags. The barrels should be filled half way to minimize the potential of movement. (01/07/2019)

Authorized Bidders

  • 2824 Illinois Civil Contractors, Inc.
    420 Pinecrest Drive
    East Peoria, IL 61611
    Phone: (309) 694-4224 Fax: (309) 694-5676 Email: mfehr@ilcivil.com
    $149,099.50

  • 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

  • 0737 CSD Environmental Services, Inc.
    2220 Yale Blvd
    Springfield, IL 62703
    Phone: (217) 522-4085 Fax: (217) 522-4087 Email: frank@csdenviro.com
    $195,388.37

  • 2663 Lee Hood d/b/a Hood Demolition & Excavation_DO NOT USE
    17382 Old Airport Road
    Rushville, IL 62681
    Phone: (217) 322-3712 Fax: (217) 322-2590 Email: hood13@frontiernet.net

Non Bidders

  • 0335 Otto Baum Company, Inc.
    866 N. Main Street
    Morton, IL 61550
    Phone: (309) 266-7114 Fax: (309) 263-1050 Email: johnbasham@ottobaum.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

  • 0251 Wm. Aupperle & Sons, Inc.
    190 E. Washington St.
    Morton, IL 61550-1945
    Phone: No Record Fax: No Record Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 33.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 33.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 31.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 378.100
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 394.000
63000007 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE B, 6 FOOT POSTS Base items 334.400
63000035 FOOT BACK SIDE PROTECTION OF GUARDRAIL Base items 334.400
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 3.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 1.000
67100100 L SUM MOBILIZATION Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 70.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 4.500
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
72900200 FOOT METAL POST - TYPE B Base items 22.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 17.000
X4240420 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH (SPECIAL) Base items 415.300
X4404400 SQ YD PAVEMENT REMOVAL (SPECIAL) Base items 29.000
X6024503 EACH INLETS TO BE ADJUSTED WITH NEW FRAME AND GRATE (SPECIAL) Base items 3.000
X6320100 FOOT GUARDRAIL REMOVAL (SPECIAL) Base items 358.000
X6331007 FOOT REMOVAL AND REPLACEMENT OF STEEL PLATE BEAM GUARDRAIL, RAIL ELEMENT Base items 262.500
Z0024475 EACH TUBULAR MARKER Base items 64.000
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.