Home > Notice of Letting > Contract Detail

April 25, 2025 Letting 12:00 PM
199-89852

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

Bulletin Description

Sidewalk construction at various locations in the City of Washington.
Region District DBE % VBP % Federal Project #
3 4 2.00 0.00 5WM1(086)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Tazewell
  • VARIOUS
  • 22-00130-00-SW (WASHINGTON)
  • C-94-027-24
  • 0-02010-4003
  • 4-10772-0000
Contract Specifics
45 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of April 15, 2025 04:30 PM.

  • Plan sheet 22 appears to be missing the pipe & structure data schedules.
    An addendum will be issued. (04/15/2025)

  • WMQ pipe (PVC) only comes in 16" size and not 15", is this going to be an issue with a 15" precast F.E.S.?
    The diameter for FES relates to the inside diameter of RCP pipe. The precast 15" FES diameter is sized to accommodate the outside diameter of 15" RCP, which is 19.5". The WMQ pipe (assuming PVC schedule 80 or SDR 26) outside diameter will be approximately 16", so the pipe will fit within the FES opening. (04/10/2025)

  • It appears there are missing pipe run callouts, as the plans are only stating 365.1' of 12" WMQ pipe, while bid item is for 406' pipe. Also, the plans are stating 269.6' of 15" WMQ pipe, while bid item is for 892' of pipe.
    Addendum A will provide a sheet 19. Drainage schedule will be added to sheet 19, which indicate the quantity difference noted in the question. (04/10/2025)

  • The schedule on sheet 20 shows proposed storm sewer structures, however there are no pay items for these structures. Are these the existing structures and we are just replacing the pipe runs in between the structures?
    Addendum A will provide a revised SOQ and sheet 19. Drainage schedule will be added to sheet 19. The SOQ will be modified to include the pay items "60218400 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID" and "60236200 INLETS, TYPE A, TYPE 8 GRATE". (04/10/2025)

  • The earthwork schedule is showing a surplus of 390 cy, thus being waste. However, there is a bid item for furnish 390 cy. Is the excavated material unsuitable to use as embankment? Please clarify.
    The earthwork schedule and SOQ will be updated in Addendum A. The "Furnished Excavation" pay item will be removed from the contract. The contract is estimated to have 390 CY YD of waste. Excavated earthwork can be reused on site as embankment. (04/10/2025)

Authorized Bidders

  • 5672 Stark Excavating, Inc.
    1805 W Washington St.
    Bloomington, IL 61701
    Phone: (309) 828-5034 Fax: (309) 829-3897 Email: estimating@starkcompanies.com
    $791,726.74 is within a reasonable approximation of the Estimate

  • 0755 C. & G. Concrete Construction Co., Inc.
    1906 Meadows Ave.
    East Peoria, IL 61611
    1906 Meadows Avenue
    East Peoria, IL 61611
    Phone: (309) 699-0384 Fax: (309) 699-6922 Email: No Record

  • 2824 Illinois Civil Contractors, Inc.
    420 Pinecrest Drive
    East Peoria, IL 61611
    Phone: (309) 694-4224 Fax: (309) 694-5676 Email: mfehr@ilcivil.com
    $817,879.95

  • 3225 Knapp Concrete Contractors, Inc.
    150 E. Martin Dr.
    Goodfield, IL 61742
    Phone: (309) 965-2618 Fax: (309) 965-2614 Email: rachel@knappconcrete.com
    $1,007,424.15

  • 4122 Miller and Son Construction Co.
    307 W. First St.
    Mackinaw, IL 61755
    PO Box 289
    Mackinaw, IL 61755
    Phone: (309) 359-8066 Fax: (309) 359-8653 Email: office@millerandsonconstruction.com

  • 0335 Otto Baum Company, Inc.
    866 N. Main Street
    Morton, IL 61550
    Phone: (309) 266-7114 Fax: (309) 263-1050 Email: timgillette@ottobaum.com
    $959,400.00

  • 1284 R. A. Cullinan and Son, a div of UCM, Inc.
    121 West Park Street
    Tremont, IL 61568
    P.O. Box 166
    Tremont, IL 61568
    Phone: (309) 925-2711 Fax: (309) 925-7131 Email: tom.wall@ucm.biz

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 16.000
20101100 EACH TREE TRUNK PROTECTION Base items 3.000
20101200 EACH TREE ROOT PRUNING Base items 1.000
20200100 CU YD EARTH EXCAVATION Base items 790.000
20800150 CU YD TRENCH BACKFILL Base items 820.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 2,295.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 27.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 27.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 27.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 2,295.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 49.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,228.000
28000500 EACH INLET AND PIPE PROTECTION Base items 18.000
35100120 SQ YD AGGREGATE BASE COURSE, TYPE A 2" Base items 72.000
35100700 SQ YD AGGREGATE BASE COURSE, TYPE A 8" Base items 140.000
35101582 SQ YD AGGREGATE BASE COURSE, TYPE B 2" Base items 1,834.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 148.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 36.000
42001300 SQ YD PROTECTIVE COAT Base items 1,904.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 848.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 8,877.000
42400800 SQ FT DETECTABLE WARNINGS Base items 81.000
44000100 SQ YD PAVEMENT REMOVAL Base items 138.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 845.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 170.000
44000600 SQ FT SIDEWALK REMOVAL Base items 435.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 20.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 13.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 13.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 1.000
60260100 EACH INLETS TO BE ADJUSTED Base items 1.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 114.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 71.000
67100100 L SUM MOBILIZATION Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 17.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72900100 FOOT METAL POST - TYPE A Base items 27.000
78009024 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 24" Base items 108.000
X0327301 EACH RELOCATE EXISTING MAILBOX Base items 14.000
X4240130 SQ FT COMBINATION CONCRETE CURB AND SIDEWALK 4 INCH (SPECIAL) Base items 154.000
X5510011 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE Base items 1.000
X6640300 FOOT CHAIN LINK FENCE REMOVAL Base items 10.000
X6640502 EACH CHAIN LINK FENCE POST Base items 1.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0056608 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH Base items 406.000
Z0056610 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 15 INCH Base items 892.000
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.