Home > Notice of Letting > Contract Detail

June 13, 2025 Letting 12:00 PM
183-99752

Bulletin Description

Replace the bridge carrying White Walnut Road over White Walnut Creek, 1.7 miles north of IL 154.
Region District DBE % VBP % Federal Project #
5 9 2.00 0.00 0JYP(394)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Perry
  • FAU 9964
  • WHITE WALNUT ROAD
  • 20-00148-00-BR
  • C-99-075-24
  • 9-10718-0000
Contract Specifics
30 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (1 Submitted / 1 Answered ) Questions not accepted as of June 03, 2025 04:30 PM.

  • There are some discrepancies regarding the Steel Rail Type SM: 1) Pay qty is 128 lf - sheet 4 shows 65'-0" for the back to back of the abutments. 2) Also on sheet 4, it appears that the SM rail extends beyond the abutment on the south end of the bridge. If that's the case, the lf needs to be corrected. 3) The overhang where the SM rail ties into the guard rail needs to be at least 2'-0 1/2" min (2'-9" max) not 1'-5" as shown on sheet 6. Would you please correct that?
    1) An Addendum will be issued. 2) The extension shown in the Elevation View of the SM rail on the south end of the bridge is due to the Traffic Barrier Terminal Type 5 A in the southeast quadrant. Refer to Plan View for locations where terminals are required and where curled end sections are utilized. No change to the plans needed. 3) The 1’-5” rail post spacing is the end-of-beam offset along the fascia beam to be used by the pre-caster in laying out the SM Rail Post anchors, and is consistent with IDOT standard detailing for this sheet. These dimensions are not indicative of the overall rail length. No changed to the plans needed. (05/30/2025)

Authorized Bidders

  • 3352 Lake Contracting, Inc.
    4650 Stone Church Rd.
    Addieville, IL 62214
    Phone: (618) 824-6522 Fax: (618) 824-6521 Email: darylf70@yahoo.com

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com

Non Bidders

  • 0725 C-Hill Civil Contractors, Inc.
    (Pending Authorization)
    14 Dean St
    Campbell Hill, IL 62916
    P.O. Box 58
    Campbell Hill, IL 62916
    Phone: (618) 426-4282 Fax: No Record Email: mattr@chillcivil.com

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 38.000
20300100 CU YD CHANNEL EXCAVATION Base items 390.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 100.000
28100707 SQ YD STONE DUMPED RIPRAP, CLASS A4 Base items 380.000
31102100 SQ YD SUBBASE GRANULAR MATERIAL, TYPE C 4" Base items 37.000
42000500 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" Base items 37.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 16.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 122.000
50300225 CU YD CONCRETE STRUCTURES Base items 28.800
50400505 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (27" DEPTH) Base items 1,910.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 3,850.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 128.000
51201600 FOOT FURNISHING STEEL PILES HP12X53 Base items 810.000
51202305 FOOT DRIVING PILES Base items 810.000
51204650 EACH PILE SHOES Base items 20.000
51500100 EACH NAME PLATES Base items 1.000
59300100 CU YD CONTROLLED LOW-STRENGTH MATERIAL Base items 49.200
63100075 EACH TRAFFIC BARRIER TERMINAL, TYPE 5A Base items 2.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 156.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
X2501020 ACRE SEEDING, CLASS 2A (SPECIAL) Base items 0.200
X7011800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 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.