Home > Notice of Letting > Contract Detail

March 10, 2023 Letting 12:00 PM
013-70E85

Bulletin Description

4.910 miles SMART overlay on US 150 from the McLean_County Line to the Piatt County Line.
Region District DBE % VBP % Federal Project #
3 5 6.00 0.00 STPKPGL(024)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeWitt
  • FAS 1517
  • US 150
  • (10,11)RS-3
  • C-95-066-21
  • 5-53318-0000
Contract Specifics
40 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of February 28, 2023 04:30 PM.

  • Thank you for the clarifying which standard to use, please advise if we should install GR A 6' Posts or GR A 9 ' Posts.
    Per Highway Standard 630001-12 Section A-A, selection of 6 FT or 9 FT posts depends on the slope and distance behind the guardrail posts. 9 FT posts are anticipated, but field conditions may vary and should be verified. (02/22/2023)

  • TBT 2: This terminal end section is at the end of the SPBGR (Short Radius). Please confirm if the the TBT 2 will be per standard (straight panel) or will it be installed utilizing a RADIUS panel?
    TBT 2 will need to match existing location and radius. A radius panel may be required based on existing conditions. (02/21/2023)

  • SPBGR (Short Radius): The new guardrail prescribed for this roadway is GR A 9 FOOT. SPL Provision does not address this. Please confirm if the SPBGR (Short Radius) will be utilizing GR A 6 FOOT Posts (more common) or will it be installed utilizing GR A 9 FOOT Posts
    Steel Plate Beam Guardrail (Short Radius) shall be as shown on Standard 630001-12 except that the rail shall be modified to the radius of the existing guardrail. The Contractor will be responsible for verifying the radius of the guardrail to be replaced and shall verify all dimensions and modifications in the field prior to ordering materials. (02/21/2023)

Authorized Bidders

  • 2825 Illinois Valley Paving, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    P.O. Box 13420
    Springfield, IL 62791
    Phone: (217) 546-6192 Fax: (217) 546-1904 Email: IVP@ucm.biz
    $1,961,614.32

  • 1250 Cross Construction, Inc.
    3615 N Countryview Rd
    Urbana, IL 61802
    Phone: (217) 367-3526 Fax: (217) 337-3066 Email: closchen@crossconstructioncorp.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20400800 CU YD FURNISHED EXCAVATION Base items 15.000
25000210 ACRE SEEDING, CLASS 2A Base items 0.250
25000350 ACRE SEEDING, CLASS 7 Base items 0.750
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 22.500
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 22.500
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 22.500
25100115 ACRE MULCH, METHOD 2 Base items 0.250
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 100.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 35,174.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 25,559.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 6,204.000
40800029 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,221.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 228.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 73,905.000
44201871 SQ YD CLASS D PATCHES, TYPE I, 19 INCH Base items 11.000
44201875 SQ YD CLASS D PATCHES, TYPE II, 19 INCH Base items 629.000
44201879 SQ YD CLASS D PATCHES, TYPE III, 19 INCH Base items 39.000
44201881 SQ YD CLASS D PATCHES, TYPE IV, 19 INCH Base items 37.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 1,213.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 6.000
60300350 EACH MANHOLE FRAMES TO BE ADJUSTED Base items 2.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 2,425.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 2.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 2,940.000
67000500 CAL MO ENGINEER'S FIELD OFFICE, TYPE B Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70100460 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701306 Base items 1.000
70100600 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701336 Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 7,800.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 2,600.000
70300211 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - PAINT Base items 123.000
70300221 FOOT TEMPORARY PAVEMENT MARKING - LINE 4"- PAINT Base items 60,793.000
70300281 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- PAINT Base items 140.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 2.000
72501100 EACH TERMINAL MARKER - POST MOUNTED Base items 2.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 123.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 140.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 60,793.000
78011000 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 123.000
78011125 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 140.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 440.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 25.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 440.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 20,667.000
X4400196 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL (SPECIAL) Base items 2,713.000
X6330725 FOOT STEEL PLATE BEAM GUARDRAIL (SHORT RADIUS) Base items 212.500
XZ193400 EACH SURVEY MARKER, TYPE 2 (SPECIAL) Base items 25.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE 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.