Home > Notice of Letting > Contract Detail

February 27, 2026 Letting 12:00 PM
039-70H62

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

Bulletin Description

Bridge deck repairs to S.N. 021-0049 and S.N. 023-0026 carrying FAP 820 (IL-130) and FAP 836 IL-49 in Douglas and Edgar Counties.
Region District DBE % VBP % Federal Project #
3 5 0.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Edgar
  • Douglas
  • FAP 820
  • FAP 836
  • IL-130 & IL-49
  • (22)BR-1,(115)BR-1
  • C-95-048-25
  • 0-02180-5005
Contract Specifics
80 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of February 17, 2026 04:30 PM.

  • Will traffic signals be required on County Rd 400 at Structure number 021-0049?
    No, traffic signals will not be required at County Rd 400 at S.N. 021-0049. (02/20/2026)

  • Are the faying surfaces primary or secondary connections?
    The General Notes on Sheet 30 indicate it to be secondary connections. (02/20/2026)

  • The bid quantities for the Bearing has a quantity of 5. Bearing removal has a quantity of 10. Should the bearing install be 10 also?
    The plan quantities are correct. We are replacing 5 Elastomeric Bearings and 5 Fixed Bearings. The 5 Fixed Bearings are included in Furnishing and Erecting Structural Steel. (02/06/2026)

Authorized Bidders

  • 5310 Sangamo Construction Company
    2100 East Moffat St
    Springfield, IL 62702
    Phone: (217) 544-9871 Fax: (217) 544-9873 Email: office@sangamo.net
    $926,892.01

  • 0453 Big O Services, LLC
    1013 Tilton Road
    Tilton, IL 61833
    PO Box 793
    Danville, IL 61834
    Phone: (217) 446-1750 Fax: (217) 446-1741 Email: equipmentwing99@aol.com

Non Bidders

  • 4677 Path Construction Company, Inc.
    (Pending Authorization)
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 54.000
50102400 CU YD CONCRETE REMOVAL Base items 32.300
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 50.800
50300300 SQ YD PROTECTIVE COAT Base items 95.000
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 3,530.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 6,300.000
50800515 EACH BAR SPLICERS Base items 76.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 36.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 5.000
52100520 EACH ANCHOR BOLTS, 1" Base items 20.000
53016002 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE II) Base items 31.200
67000500 CAL MO ENGINEER'S FIELD OFFICE, TYPE B Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70100405 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 Base items 2.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 2.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 12.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 637.500
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 637.500
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 4.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 4.000
X3550101 SQ YD BASE COURSE (OPTION) Base items 242.000
X5051204 POUND STRUCTURAL STEEL REMOVAL Base items 4,500.000
X5051206 POUND STRUCTURAL STEEL REPAIR Base items 4,270.000
X7200201 L SUM WIDTH RESTRICTION SIGNING Base items 1.000
Z0001800 SQ YD APPROACH SLAB REPAIR (PARTIAL DEPTH) Base items 25.600
Z0001899 EACH JACK AND REMOVE EXISTING BEARINGS Base items 10.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0038700 EACH PERMANENT BENCH MARKS 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.