Home > Notice of Letting > Contract Detail

June 11, 2021 Letting 12:00 PM
112-68G16

Bulletin Description

Resurfacing on US Route 67, North of Industry from 2.2 miles South of US Route 136 to Grindstone Creek in McDonough County.
Region District DBE % VBP % Federal Project #
3 4 2.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • McDonough
  • FAP 310
  • US 67
  • 39RS-10;40RS-8;41RS-7
  • C-94-033-21
  • 4-02205-0170
Contract Specifics
45 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of June 01, 2021 04:30 PM.

  • SP-Page 7-"Construction Sequence For Milling And Paving" & SP-9 "Maximum Drop-Offs Between Traffic Lanes" both detail a sloped wedge (minimum 1V:3H slope) Performing the wedge milling operation for this wedge would require a small mill to be out in the live lane, potentially up to 4'. this would reduce traffic to using 8' of the remaining lane and the aggregate shoulder. Will this be allowed? If not, how was the wedge intended to be completed?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/03/2021)

  • Performing the "HMA Surface Removal Special" payitem will leave a vertical face of 2". How was this intended to be dealt with since the special provisions and the spec book prohibit a milled vertical face of this height?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/03/2021)

  • Plan Sheet 9-Class D Patch 12" schedule shows a summary of quantities for a given area. Can a more detailed schedule be provided that shows the number of patches and sizes?
    The quantities shown separate the patches into TYPE 2, TYPE 3 & TYPE 4. The sizes of these Types of patches are spelled in article 442.01 of the standard specifications. The final locations and dimensions of all these patches including the additional 25% for winter breakup will be determined by the Resident Engineer in the field. (06/03/2021)

  • Special Provision-Page 7-"Construction Sequence For Milling And Paving" & Special Provision-"Maximum Drop-Offs Between Traffic Lanes" contradict. One specifies milling one lane and then paving the same lane before being allowed to pave the adjacent lane. The other provision states that you can mill adjacent sections of both lanes in the same day. Will you be allowed to mill both adjacent lanes in the same day?
    Yes. The contractor will be allowed to mill both sections of adjacent lanes the same day as specified in the special provision " Maximum Drop-offs Between Traffic Lanes ". (06/03/2021)

  • The schedule on Plan Sheet 7 shows a summary of the quantity for "Side Roads/Mailbox Turnout" which affects 3 payitems. Can a more detailed schedule be provided detailing number of locations and sizes?
    There are 7 side roads within the project limits and we are proposing to pave from the edge of pavement to approximately the end of the radius returns. The Resident Engineer will finalize the limits in the field. (06/03/2021)

Authorized Bidders

  • 2242 Gunther Construction, a div of UCM, Inc.
    600 East Main Street
    Galesburg, IL 61401
    P.O. Box 1488
    Galesburg, IL 61402
    Phone: (309) 342-4155 Fax: (309) 342-4150 Email: Gunther@ucm.biz
    $2,984,173.20

Non Bidders

  • 3391 Laverdiere Construction, Inc.
    4055 W Jackson St
    Macomb, IL 61455
    Phone: (309) 837-1258 Fax: (309) 833-4993 Email: mlynn@lavconinc.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

Pay Item # UOM Description Type Quantity Unit Price
25000750 ACRE MOWING Base items 43.000
40600295 POUND POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) Base items 68,158.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 895.000
40600990 SQ YD TEMPORARY RAMP Base items 679.000
40604160 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 10,268.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 100.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 90,026.000
44201789 SQ YD CLASS D PATCHES, TYPE II, 12 INCH Base items 383.000
44201794 SQ YD CLASS D PATCHES, TYPE III, 12 INCH Base items 215.000
44201796 SQ YD CLASS D PATCHES, TYPE IV, 12 INCH Base items 2,150.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 960.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 38.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 814.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 12.000
63200310 FOOT GUARDRAIL REMOVAL Base items 938.000
66700205 EACH PERMANENT SURVEY MARKERS, TYPE I Base items 2.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 4.000
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
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 14.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 10,128.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 1,125.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 94,228.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 12.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 94,228.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 421.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 19.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 421.000
X0328001 SQ YD REGENERATIVE AIR SWEEPER Base items 90,144.000
X4400196 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, SPECIAL Base items 1,871.000
XZ013798 L SUM CONSTRUCTION STATION LAYOUT Base items 1.000
Z0001002 TON GUARDRAIL AGGREGATE EROSION CONTROL Base items 234.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 10,306.000
Z0055500 SQ FT RUMBLE STRIP Base items 900.000
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.