Home > Notice of Letting > Contract Detail

June 16, 2023 Letting 12:00 PM
06A-DK064

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

Bulletin Description

Rehabilitate Runway 9/27
Region District DBE % VBP % Federal Project #
2 3 10.00 0.00 317SBGPTBD
County(s) IL Project # Airport Sponsor City
  • DeKalb
 DKB 5063 DeKalb Taylor Municipal City of DeKalb DeKalb
Contract Specifics
The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting.
58 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 (AppendixA4 BUY AMERICAN PREFERENCE) will result in the bid being declared non-responsive.
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Ask Subscribe Questions and Answers (9 Submitted / 9 Answered ) Questions not accepted as of June 06, 2023 04:30 PM.

  • Can you please provide the existing topsoil elevations (match elv. (turf) and slope on the Bituminous Milling and Paving Table so we can determine how much topsoil (which is incidental) will be needed for the Shoulder Adjustment pay item?
    The topsoil required for the shoulder adjustment pay item can be estimated by use of the average end area utilizing the new and existing pavement grades provided and measuring the width (10’ minimum) as shown in the marking and landscaping plan at each location. (06/08/2023)

  • Can the Bituminous Paving and Milling Table from sheet 22 and 23 of the plans be provided in an excel file?
    The Bituminous Paving and Milling Table from the plans can be transposed by the contractor and will not be provided as an excel file at this time. (06/08/2023)

  • Will string line for paving be required on the VD leveling lift, 2" Surface lift and 1.5" Surface lift?
    String line or an electronic grade control method as approved shall be used for the Leveling lift and 2” surface lift to establish the proper grade and slope of the pavement. A ski may be used for the final lift after grade has been established and shown to be correct. Grade shall be checked as specified in sections 401-5.3 h. and 401-6.2 d. (06/08/2023)

  • To be clear, Policy memorandum 22-2, dated February 10th 2022, applies to this job correct?
    Policy Memorandum 22-2 dated February 10, 2022 “Obtaining Approved Aggregates Complying with 2020 Standard Specifications for Construction of Airports” applies to this job. (06/06/2023)

  • Despite the Inertial profiler being specified, in lieu of that can the contractor have the option to use the straightedge instead. this would be a more accurate metric and the profilograph spec is quite outdated.
    The Contractor is to use the straightedge for daily smoothness quality control as specified in section 401-5.3 g. The Runway also requires a Profilograph smoothness test as part of the acceptance criteria as specified in section 401-6.2. (06/05/2023)

  • In the specials in regards to Test Strips, 401.3.5 and 401.3.5d speak to 75 ton one lane, stop, cut the edge, wait till mat is 175 or 4 hours, pave the last 75 ton. But in in 401.3.5d (2) 50 ton goes up then growth curve then pave it all out. this is conflicting. then there is the note that the contractor can use there own discretion for best practices. Can we just pave 150 ton in one lane. stop, back up, pave out another 150 ton call that the test Strip? this would be more Accurate.
    The test strip shall be a minimum of 150 tons. The growth curve shall be completed after 50 tons has been placed to line out the plant. The test strip shall be placed in two lanes of the same width and depth of the lanes to be used during production paving. The length of the lanes shall be at the discretion of the contractor and can be further discussed at the pre-paving meeting. The method to be used to cut back cold joints during production paving shall be used on the longitudinal construction joint. The cold joint for the test strip will be an exposed construction joint at least four (4) hours old or when the mat has cooled to less than 175 F. (06/02/2023)

  • When we complete the surface and then profile it with the specified inertial profiler does that go to Springfield for the grind list like on IDOT jobs or is it between us and the RE to mark out grinds and fix?
    The results of the profilograph shall be shared between the contractor and the Resident Engineer to review the results. (06/02/2023)

  • Per page 233 in the standard specs, an MTV is required on this job, or is the runway below 1000,000 lbs?
    The Material Transfer Vehicle (MTV) is not required for this construction project, but is recommended for all pavements where the weight of the MTV will not damage the pavement structure. (06/02/2023)

  • What oil do you want for the sand mix crack repair? It is not in the 2020 spec book.....PG58-28 seems appropriate.
    The oil for the sand mix shall be PG 64-22 or PG 58-28 meeting the requirements of AASHTO M 320. (06/02/2023)

Authorized Bidders

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com
    $1,990,873.50

  • 3706 Martin & Company Excavating
    2456 E. Pleasant Grove Road
    Oregon, IL 61061
    P.O. Box 443
    Oregon, IL 61061
    Phone: (815) 732-2422 Fax: (815) 732-2092 Email: info@martincoinc.net

Non Bidders

  • 0972 William Charles Construction Co, LLC (d/b/a) William Charles Electric
    833 Featherstone Road
    Rockford, IL 61107
    P.O. Box 2071
    Loves Park, IL 61130
    Phone: (815) 877-0550 Fax: (815) 637-9123 Email: estimating@williamcharlesconstruction.com

Pay Item # UOM Description Type Quantity Unit Price
AR125941 EACH ADJUST STAKE MOUNTED LIGHT Base items 32.000
AR125942 EACH ADJUST BASE MOUNTED LIGHT Base items 7.000
AR150510 L SUM ENGINEER'S FIELD OFFICE Base items 1.000
AR150520 L SUM MOBILIZATION Base items 1.000
AR152410 CU YD UNCLASSIFIED EXCAVATION Base items 150.000
AR152480 SQ YD SHOULDER ADJUSTMENT Base items 11,700.000
AR156510 FOOT SILT FENCE Base items 500.000
AR156520 EACH INLET PROTECTION Base items 12.000
AR201661 FOOT CLEAN & SEAL BITUMINOUS CRACKS Base items 6,000.000
AR201663 FOOT SAND MIX CRACK REPAIR Base items 800.000
AR401610 TON BITUMINOUS SURFACE COURSE Base items 7,600.000
AR401620 TON BIT. SURFACE COURSE, LEVELING Base items 2,000.000
AR401630 EACH BITUMINOUS SURFACE TEST SECTION Base items 1.000
AR401640 SQ YD BITUMINOUS PAVEMENT GROOVING Base items 24,500.000
AR401650 SQ YD BITUMINOUS PAVEMENT MILLING Base items 36,800.000
AR401915 SQ YD REM & REP BIT PAVEMENT - TYPE A Base items 340.000
AR401916 SQ YD REM & REP BIT PAVEMENT - TYPE B Base items 950.000
AR603510 GALLON BITUMINOUS TACK COAT Base items 8,500.000
AR620520 SQ FT PAVEMENT MARKING-WATERBORNE Base items 26,400.000
AR620525 SQ FT PAVEMENT MARKING-BLACK BORDER Base items 6,600.000
AR705944 EACH ADJUST UNDERDRAIN CLEANOUT Base items 12.000
AR751943 EACH ADJUST MANHOLE Base items 2.000
AR901510 ACRE SEEDING Base items 2.500
AR908515 ACRE HEAVY-DUTY HYDRAULIC MULCH Base items 2.500
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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.