Home > Notice of Letting > Contract Detail

April 23, 2021 Letting 12:00 PM
100-91601

Bulletin Description

Replace the bridge carrying CH 17 over Kaskaskia Ditch, 1.1 miles west of Sadorus.
Region District DBE % VBP % Federal Project #
3 5 3.00 0.00 8L3C(120)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Champaign
  • FAS 529
  • 18-00061-00-BR
  • C-95-010-21
  • 5-10483-0000
Contract Specifics
80 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of April 13, 2021 04:30 PM.

  • Sheet 8 of 35 in the Plans is illegible. Please issue a new plan page that can be read.
    A revision will be issued to replace sheet 8 with legible print. (04/12/2021)

  • Sheet 7 of the plans details Grouted RipRap extending across the width of the channel. Sheet 9 of the plans details Grouted RipRap extending from the abutments down to the back of pier faces. Please clarify the extent of Grouted RipRap installation. Are as-built plans of the existing structure available? If so, please provide.
    The riprap layout as shown on Sheets 8 and 9 are in agreement and the quantity shown verifies that this is the correct layout. No as built plans exist. (04/12/2021)

  • #1 - Please reference Sheet #10 "General Notes"...specifically the note regarding painting. Is painting required at abutment locations only, or at all bearing locations? #2 - Please reference Sheet #20. At beam elevation, there are centerline of stiffeners noted but no detail for bearing stiffeners or their sizes. Dimensions seem to indicate diaphragm locations. Please clarify.
    1. Painting shall take place at the abutments only for a distance equal to the depth of embedment into the concrete cap plus 18". 2. There are no bearing stiffeners. The note is the centerline of bearing, which would be at the centerline of the bearing plates and the centerline of the substructure units (abutments or piers). (04/08/2021)

  • On plan sheet 19, the Bill of Material and Notes reference Concrete Superstructure (Approach Slab) as the pay item for the approach concrete. No pay item is included for this, although it appears that the concrete quantity is included in the regular Concrete Superstructure pay item. Please clarify how the approach slabs will be paid for.
    The quantity for the Concrete Superstructure (Approach Slab) is included in the Concrete Superstructure Pay Item. (04/07/2021)

  • The structure contractor is responsible for casting in place anchor rods for the Type 5 Traffic Barrier Terminals. Is there a detail for the anchor rod installation?
    An addendum will be issued to provide the detail for the anchor rod installation. (04/01/2021)

Authorized Bidders

  • 6450 White Construction LLC
    3900 E. White Ave.
    Clinton, IN 47842
    PO Box 249
    Clinton, IN 47842
    Phone: (765) 828-2593 Fax: (765) 832-1860 Email: civilestimating@whiteconstruction.com
    $1,256,245.00

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.com
    $1,358,000.00

  • 4757 Plocher Construction Company, Inc.
    2808 Thole-Plocher Road
    Highland, IL 62249
    Phone: (618) 654-9408 Fax: (618) 654-6454 Email: bids@plocherco.com

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

  • 5672 Stark Excavating, Inc.
    1805 W Washington St.
    Bloomington, IL 61701
    Phone: (309) 828-5034 Fax: (309) 829-3897 Email: estimating@starkcompanies.com
    $1,259,778.87

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 16.000
20400800 CU YD FURNISHED EXCAVATION Base items 580.000
25000200 ACRE SEEDING, CLASS 2 Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 50.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 50.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 50.000
25100115 ACRE MULCH, METHOD 2 Base items 0.500
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 50.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 150.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,061.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 3,684.000
40602965 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N50 Base items 36.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 43.000
44000100 SQ YD PAVEMENT REMOVAL Base items 261.000
44000160 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 3/4" Base items 583.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 134.000
48203021 SQ YD HOT-MIX ASPHALT SHOULDERS, 6" Base items 270.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 173.000
50200100 CU YD STRUCTURE EXCAVATION Base items 290.000
50201101 EACH COFFERDAM (TYPE 1) (LOCATION - 1) Base items 1.000
50201102 EACH COFFERDAM (TYPE 1) (LOCATION - 2) Base items 1.000
50300100 EACH FLOOR DRAINS Base items 14.000
50300225 CU YD CONCRETE STRUCTURES Base items 191.700
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 265.600
50300260 SQ YD BRIDGE DECK GROOVING Base items 605.000
50300300 SQ YD PROTECTIVE COAT Base items 780.000
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 2,880.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 96,660.000
51201700 FOOT FURNISHING STEEL PILES HP12X74 Base items 1,160.000
51202305 FOOT DRIVING PILES Base items 1,160.000
51203700 EACH TEST PILE STEEL HP12X74 Base items 4.000
51204650 EACH PILE SHOES Base items 32.000
51500100 EACH NAME PLATES Base items 1.000
52100520 EACH ANCHOR BOLTS, 1" Base items 48.000
542A0223 FOOT PIPE CULVERTS, CLASS A, TYPE 1 18" Base items 80.000
542A0235 FOOT PIPE CULVERTS, CLASS A, TYPE 1 30" Base items 93.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 94.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 58.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 275.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 2.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 2.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 673.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 400.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 4.000
X7011800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 Base items 1.000
XX004565 SQ YD GROUTED RIPRAP Base items 709.000
XX004566 CU YD CONCRETE CUT-OFF WALL Base items 9.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 637.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 124.000
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.