Home > Notice of Letting > Contract Detail

January 16, 2026 Letting 12:00 PM
219-64U03

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

Bulletin Description

19.3 miles, ultra-thin bonded wearing course, microsurfacing joint repairs, pavement patching, and rest_area improvements from LaSalle County Line_to Ogle County Line.
Region District DBE % VBP % Federal Project #
2 2 0.00 0.00 NHPP93ZZ(072)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lee
  • LaSalle
  • FAI 39
  • I-39
  • (103-1,2)RA&RS
  • C-92-005-25
  • 2-17600-0000
  • 2-17600-0001
Contract Specifics
Project Labor Agreement
Completion Date: September 30, 2026 Plus 15 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (14 Submitted / 12 Answered ) Questions not accepted as of January 06, 2026 04:30 PM.

  • Will Hot Applied Crack Filling Material be allowed in lieu of the specified Microsurfacing Materials for the Longitudinal Joint Replacement scope of work?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Will the 5" HMA Binder be able to be placed in one single 5" lift for the Longitudinal Joint Replacement scope of work?
    Yes, the 5" HMA Binder will be able to be placed in one single lift. The QMP for this material is QCQA and adequate density will be required on the full 5" lift. (01/12/2026)

  • Would the Department consider approving a reduced tack coat application rate of 0.025 lb/SF, in lieu of the 0.08 lb/SF shown in the contract, for the microsurfacing work? The reduced rate would help ensure the 1.5-inch cracks remain open, allowing the microsurfacing to properly penetrate and fill the cracks rather than being inhibited by an excessive tack film.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Per the Cold Milling (Special) provision the construction requirements specify a maximum of two passes. Just confirming we are to complete the milling within two passes per lane?
    Contractor is limited to two passes per lane to achieve the required mill thickness. (01/12/2026)

  • If the micro-surfacing material settles and a second lift is required will the second lift need to cure for 3 days as specified for the initial installation? If so opening the roadway by Friday afternoon will not be achievable. Can the specified cure time be adjusted to a lower amount of hours / days?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Would the Department approve simultaneous short-duration daily lane closures in the northbound and southbound lanes for the purpose of completing the joint repair work?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Would the Department allow short-term lane closures greater than three (3) miles to increase productivity and reduce the overall duration of traffic impacts associated with the joint repair work?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Can we keep a permanent shoulder closure up if needed without time restrictions?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Does the Work Restriction spec for "every 10,000 feet of lane closures, 20,000 feet of both lanes open are required prior to closing the lane again" refer to only the Class B or A patching operation or all work?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Is there a limit on the length (distance) of a lane or shoulder closure allowed at any given time?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • Per Notes 4 under the General Notes Brass Station Stenciling is called out.  Due to the proposed lift thickness of the UTBWC there will be no way to install this.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

  • If the 1.5" Wide x 10" Deep Joint is routed and filled with Mircrosurfacing Materials as the initial operation, would the 20" Wide x 3/16" Max lift be required underneath the 5" HMA Binder Patch?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2026)

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

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com

  • 5112 Rock Road Companies, Inc.
    301 W B-R Townline Road
    Janesville, WI 53546
    P.O. Box 1818
    Janesville, WI 53547
    Phone: (608) 752-8944 Fax: (608) 365-1113 Email: bids@rockroads.com

Non Bidders

  • 0674 Microsurfacing Contractors, LLC, a Division of Byrne and Jones Holding Company
    13940 St. Charles Rock Road
    Bridgeton, MO 63044
    Phone: (314) 989-9001 Fax: (314) 282-9319 Email: CKalicak@byrneandjones.com

Pay Item # UOM Description Type Quantity Unit Price
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 91.000
40600250 POUND RAPID SETTING POLYMER MODIFIED EMULSION Base items 260,146.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 35,366.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 780.000
40603090 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N90 Base items 21,626.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 502.000
44000169 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 5" Base items 78,591.000
44200630 SQ YD CLASS A PATCHES, TYPE II, 15 INCH Base items 752.000
44200631 SQ YD CLASS A PATCHES, TYPE III, 15 INCH Base items 175.000
44200632 SQ YD CLASS A PATCHES, TYPE IV, 15 INCH Base items 130.000
44200972 SQ YD CLASS B PATCHES, TYPE II, 10 1/2 INCH Base items 466.000
44200975 SQ YD CLASS B PATCHES, TYPE III, 10 1/2 INCH Base items 79.000
44200977 SQ YD CLASS B PATCHES, TYPE IV, 10 1/2 INCH Base items 424.000
44201299 EACH DOWEL BARS 1 1/2" Base items 1,484.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 1,055.000
44213200 FOOT SAW CUTS Base items 10,157.000
44213204 EACH TIE BARS 3/4" Base items 55.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 336.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 9.000
67100100 L SUM MOBILIZATION Base items 1.000
70100420 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701411 Base items 16.000
70100700 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701406 Base items 1.000
70100800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 30.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 120,964.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 39,918.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 50,588.000
78004645 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 9" Base items 1,083.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 25.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 435,805.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 12,865.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 2,472.000
78011000 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 32.000
78011025 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 435,805.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 50,589.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 12,865.000
78011050 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 10" Base items 1,083.000
78011065 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 2,472.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 2,584.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 2,584.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 11,382.000
X0300031 SQ YD ULTRA-THIN BONDED WEARING COURSE, IL-9.5 UTB, MIX "D" Base items 578,101.000
X0600001 TON MICRO-SURFACING AGGREGATE FOR CENTERLINE JOINT FILLING Base items 1,414.000
X0600002 POUND MICRO-SURFACING EMULSIFIED ASPHALT FOR CENTERLINE JOINT FILLING Base items 272,446.000
X1500004 SQ YD BITUMINOUS SURFACE TREATMENT, A1 Base items 354,294.000
X2100104 SQ YD GEOTECHNICAL REINFORCEMENT Base items 406.000
X4060107 POUND BITUMINOUS MATERIALS (FOG SEAL) Base items 252,811.000
Z0010910 SQ YD COLD MILLING (SPECIAL) Base items 536,813.000
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.