Home > Notice of Letting > Contract Detail

September 22, 2023 Letting 12:00 PM
061-78970

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

Bulletin Description

2.6 miles of HMA surface removal and resurfacing on IL 146 / IL 127 from the Jonesboro Square to the IL 146 and IL 127 intersection.
Region District DBE % VBP % Federal Project #
5 9 2.00 0.00 NHPP414M(839)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Union
  • FAP 885
  • IL 146/ IL 127
  • 104RS-7
  • C-99-013-23
  • 9-00602-0000
Contract Specifics
55 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of September 12, 2023 04:30 PM.

  • Plan sheet 22 details a short radius guardrail system. There is no pay item for short radius guardrail. Plan sheet 18 suggests that Short Radius Guardrail will be paid under the pay item 63000019 Non- Blocked Guardrail (see comments). Q1 Will the radius guardrail be built per 630006 Standard for Non Blocked Guardrail, except that it will be curved? OR Q2: Will IDOT change the pay item to X6330725 Short Radius Guardrail, built as detailed on plan sheet 22, using steel posts?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (09/12/2023)

  • Please provide as built drawings for all 6 structures so that we can determine what is required to attach the guardrail posts to the structure.
    The as builts that are the department has will be made available. Please continue to monitor the website for an update. (09/11/2023)

  • The cross sections illustrate 8”-10” of existing HMA underneath the proposed guardrail. Will it be acceptable to drive the proposed guardrail posts through the existing HMA shoulder, like the existing posts are or will coring the existing HMA shoulder be required?
    Please refer to the Standard Specifications for Road and Bridge Construction for procedures for driving guardrail posts through existing shoulders. (09/11/2023)

Authorized Bidders

  • 5550 E. T. Simonds Construction Company
    1500 N Oakland Ave
    PO Box 2107
    Carbondale, IL 62902
    PO Box 2107
    Carbondale, IL 62902
    Phone: (618) 457-8191 Fax: (618) 549-0131 Email: jjones@etsimonds.com
    $1,974,043.34

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $2,048,164.62

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 32,282.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 15,952.000
40600990 SQ YD TEMPORARY RAMP Base items 1,323.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 5,036.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 3,406.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 133.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 26,819.000
44000164 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4" Base items 20,432.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 464.000
44201385 SQ YD CLASS C PATCHES, TYPE I, 13 INCH Base items 14.000
44201389 SQ YD CLASS C PATCHES, TYPE II, 13 INCH Base items 500.000
44201394 SQ YD CLASS C PATCHES, TYPE III, 13 INCH Base items 248.000
44201396 SQ YD CLASS C PATCHES, TYPE IV, 13 INCH Base items 217.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 429.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 1,531.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 237.500
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 3,000.000
63000019 FOOT NON-BLOCKED STEEL PLATE BEAM GUARDRAIL, 6 FOOT (1.83M) POSTS Base items 317.200
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 125.000
63000050 FOOT WEAK POST GUARDRAIL ATTACHED TO CULVERT CASE I Base items 100.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 8.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 12.000
63200310 FOOT GUARDRAIL REMOVAL Base items 4,059.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 15,402.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 10.000
67100100 L SUM MOBILIZATION 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
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102635 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 15.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 4,112.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 1,448.000
70300221 FOOT TEMPORARY PAVEMENT MARKING - LINE 4"- PAINT Base items 33,087.000
70300261 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- PAINT Base items 104.000
70300281 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- PAINT Base items 96.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 12.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 33,087.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 104.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 96.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 206.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 52.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 81.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 11,333.000
X2503100 UNIT MOWING Base items 136.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 8,442.000
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.