Home > Notice of Letting > Contract Detail

April 25, 2025 Letting 12:00 PM
172-85773

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

Bulletin Description

Replace the bridge carrying Brooklyn Road over Willow Creek, 0.5 mile north of US 30.
Region District DBE % VBP % Federal Project #
2 2 0.00 0.00 7ZX7(897)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lee
  • FAS 179
  • BROOKLYN ROAD
  • 22-00351-00-BR
  • C-92-032-23
  • 2-10640-0000
Contract Specifics
Completion Date: September 15, 2025
No More Contract Specifics

Ask Subscribe Questions and Answers (7 Submitted / 7 Answered ) Questions not accepted as of April 15, 2025 04:30 PM.

  • Will the quantities for HMA Surface Course change due to the change from 4" to 2"?
    An addendum will be issued. (04/10/2025)

  • Plan sheet 3 shows proposed 4" hma sc, il-9.5, mix "c", n50 in the Typical Section. Plan sheet 6 calls out 2" hma surface (typ). Please clarify the proposed thickness of the proposed pavement section.
    The 4" of proposed HMA depth shown on sheet 3 of the plans is in error. The correct depth is 2". (04/08/2025)

  • Plan sheet 7 top left of the page "Existing Structure" "99'-0" Back to Back of abuts, 52'-11" out to out of deck". Field measurements indicate the deck is 26ft wide, is that dimension correct? Can the existing plans be made available to the contractor?
    Existing plans call the full width of the bridge as 28’-4”. Please ignore the width listed on Sheet 7 as it is shown incorrectly. The existing length of the bridge is correct. Existing plans are available from the Lee County Highway Department upon request. (04/04/2025)

  • Plan sheet 12 top middle page "Typical Post-Tensioned Trans Tie Rod Assbl" (1 1/4" dia x 40'-6 1/2" Rods), the bridge is 28 ft wide can the length be confirmed.
    The correct tie rod length is 27’-10 ½”. An addendum will be issued. (04/04/2025)

  • Sheet 7 of the plans does not indicate that the SM rail is mitered at each end which is typical when curled ends are used. Will the rail be mitered at each end?
    The end of the SM rails was incorrectly shown on the drawings. The ends should be mitered down to accept the curled end sections. An addendum will be issued to correct the drawings for the SM rail. (04/04/2025)

  • Can the existing bridge plans be made available?
    Existing bridge plans are available from the Lee County Highway Department upon request. (04/04/2025)

  • The four curled end sections shown on sheet 3 of the plans are not designed to attach to the Type SM Railing as detailed in the plans. Are the curled ends for supply only, or will turn down ends need to be added to the Type SM Rail design?
    The end of the SM rails was incorrectly shown on the drawings. The ends should be mitered down to accept the curled end sections. An addendum will be issued to correct the drawings for the SM rail. (04/04/2025)

Authorized Bidders

  • 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
    $950,396.24 is within a reasonable approximation of the Estimate

  • 1045 Civil Constructors, Inc. d/b/a/ Helm Civil
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@helmgroup.com
    $1,260,971.01

  • 1304 Curnyn Construction Co.
    1 Hawkeye Lane
    Geneseo, IL 61254
    PO Box 106
    Geneseo, IL 61254
    Phone: (309) 944-6456 Fax: (309) 944-8282 Email: curnynco@nbson.net

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $1,713,964.19

Non Bidders

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

Pay Item # UOM Description Type Quantity Unit Price
20300100 CU YD CHANNEL EXCAVATION Base items 100.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 700.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 505.000
28200200 SQ YD FILTER FABRIC Base items 505.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 70.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 1,816.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 150.000
44000100 SQ YD PAVEMENT REMOVAL Base items 787.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 37.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 356.800
50300225 CU YD CONCRETE STRUCTURES Base items 142.200
50400405 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (21" DEPTH) Base items 2,800.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 10,770.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 204.000
51200959 FOOT FURNISHING METAL SHELL PILES 14" X 0.312" Base items 805.000
51202305 FOOT DRIVING PILES Base items 805.000
51203200 EACH TEST PILE METAL SHELLS Base items 4.000
51500100 EACH NAME PLATES Base items 1.000
54390180 FOOT INSERTION CULVERT LINER 24" Base items 63.000
54390230 FOOT INSERTION CULVERT LINER 36" Base items 78.000
58100210 SQ YD FULL LANE SEALANT WATERPROOFING SYSTEM Base items 317.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 48.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 50.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 100.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 60.000
X2501000 ACRE SEEDING, CLASS 2 (SPECIAL) Base items 0.150
X6081000 EACH FLAP GATE (SPECIAL) Base items 2.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 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.