Home > Notice of Letting > Contract Detail

June 14, 2024 Letting 12:00 PM
01A-RA019

Bulletin Description

Rehabilitate Runway 9/27
Region District DBE % VBP % Federal Project #
3 5 14.00 0.00 317SBGPTBD
County(s) IL Project # Airport Sponsor City
  • Champaign
TIP 5122 Rantoul National Aviation Center Village of Rantoul Rantoul
Contract Specifics
The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting.
65 Calendar Days

This project is currently unfunded but actively seeking discretionary funds.

WARNING: FAA Buy American Preference provisions apply to this contract.  Failure to submit a "Certification of Compliance with FAA Buy American Preference - Construction Projects" form in accordance with the bidding procedures set forth in the proposal document (Appendix A4 BUY AMERICAN PREFERENCE) will result in the bid being declared non-responsive.

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Ask Subscribe Questions and Answers (2 Submitted / 2 Answered ) Questions not accepted as of June 04, 2024 04:30 PM.

  • For the full depth patching, can we use 1 mix (HMA Base mix with 64-22) or do we need a Base with 64-22 and the top lift of base mix with 70-28. We are asking this because the top lift will get milled off anyway.
    The specifical provision provides the option to use either Base or Surface mix. For the full-depth patches, base mix would be approved to be brought to the existing surface, if it will then be milled through and paved with surface course during the mainline paving. Approval of using base course for partial depth patches may be prohibited by minimum lift thicknesses identified once the patch is opened up. (06/10/2024)

  • For the full depth patching, what is the existing pavement thickness and what are the lift thicknesses allowed for placing the patching mix? The details do not show that.
    The existing typical is provided in the plans. It is 2" of existing surface on 2" and variable (approximated to be 2-3" from archive records for previous cross slope correction) on top of 8" of crack and seat concrete. Minimum and maximum lift thicknesses of patching material are dependent on the option to use surface or base course, and are provided in the standard specifications for airport construction. (06/10/2024)

Authorized Bidders

  • 1250 Cross Construction, Inc.
    3615 N Countryview Rd
    Urbana, IL 61802
    Phone: (217) 367-3526 Fax: (217) 337-3066 Email: closchen@crossconstructioncorp.com

  • 4551 Open Road Paving Company LLC
    1414 W Anthony Drive
    Urbana, IL 61802
    Phone: (217) 356-7280 Fax: (217) 356-1539 Email: cuppinghouse@openroadpaving.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
AR150520 L SUM MOBILIZATION Base items 1.000
AR150530 L SUM TRAFFIC MAINTENANCE Base items 1.000
AR201661 FOOT CLEAN & SEAL BITUMINOUS CRACKS Base items 16,668.000
AR401614 TON BIT. SURF. CSE.-METHOD II, SUPERPAVE Base items 5,133.000
AR401630 EACH BITUMINOUS SURFACE TEST SECTION Base items 1.000
AR401650 SQ YD BITUMINOUS PAVEMENT MILLING Base items 44,638.000
AR401915 SQ YD REM & REP BIT PAVEMENT - TYPE A Base items 376.000
AR401916 SQ YD REM & REP BIT PAVEMENT - TYPE B Base items 807.000
AR603510 GALLON BITUMINOUS TACK COAT Base items 3,571.000
AR620520 SQ FT PAVEMENT MARKING-WATERBORNE Base items 60,178.000
AR620525 SQ FT PAVEMENT MARKING-BLACK BORDER Base items 15,749.000
AS620520 SQ FT PAVEMENT MARKING-WATERBORNE Additive 1 22,921.000
AS620525 SQ FT PAVEMENT MARKING-BLACK BORDER Additive 1 1,746.000
AS800986 L SUM PAVEMENT SWEEPING Additive 1 1.000
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.