Home > Notice of Letting > Contract Detail

March 08, 2024 Letting 12:00 PM
144-85754

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

Bulletin Description

Resurface Newburg Road from the Kishwaukee River Bridge to Irene Road in Belvidere.
Region District DBE % VBP % Federal Project #
2 2 6.00 0.00 SIPS(015)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Boone
  • FAU 5009
  • NEWBURG ROAD
  • 23-00117-00-RS (BELVIDERE)
  • C-92-075-23
  • 2-10637-0000
  • 2-10637-0010
Contract Specifics
25 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (7 Submitted / 7 Answered ) Questions not accepted as of February 27, 2024 04:30 PM.

  • will the 2' wide shoulder fall under "engineers satisfaction" for density?
    The density requirement falls under the Standard Specifications for HMA Shoulders, Section 482. Section 482 refers to Article 407.06, and so on. (02/28/2024)

  • Can a schedule be provided for the Incidental Hot - Mix Surfacing? It looks like the tonnage for Commercial and Private Entrances are accounted for under pay item 4060970 and 40604062. Where is the Incidental Surface taking place?
    An addendum will be issued. (02/16/2024)

  • On sheet 1 of 6 there is a special provision for Earth Excavation which will be excavation required for the placement of Agg Shoulders. How is this being paid?
    An addendum will be issued. (02/16/2024)

  • HMA Shoulders 4" are not shown on the Typical Sections (10+00 to 36+43.66) on Sheet 3 of the plan set, however on Plan Sheet 5, 6 and 7 HMA Shoulders are drawn within station 10+00 to 36+43.66. Please advise.
    The paved shoulder shown on plan sheets 5, 6 and 7 is labeling a paved shoulder that is existing and is integral with the travel lane pavement with no construction joint between the two. The proposed is to duplicate the existing conditions and pave to match the existing configuration. At Ipsen Road, this is where the newly constructed paved shoulder will start. (02/15/2024)

  • Is it the intent for the 1.5" Surface and 1.25" Binder to be paved over the 4" HMA Shoulder? Or will the 4" HMA Shoulder be paved flush with the Final Surface Course?
    That is correct, it is the intent to pave over the proposed newly constructed 4” HMA Shoulder with the 1.5” Surface and 1.25” Binder. The top surface of the 4” HMA Shoulder will meet the adjacent top surface of the existing pavement after the pavement is milled. (02/15/2024)

  • I get the whole 1.25" thickness on the FG, but will D2 be on board with putting "9.5/9.5FG" in the mix table?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (02/13/2024)

  • Where is the HMA Shoulders 4" in the summary of qty's on page 2 of the plans?
    The HMA Shoulders, 4” is Pay Code Item 48203013 on the Summary of Quantities. The HMA Shoulders, 4” will be constructed from Sta. 36+43.66 to Sta. 82+58.55, both sides (excluding paved driveways) (02/09/2024)

Authorized Bidders

  • 5112 Rock Road Companies, Inc.
    301 W B-R Townline Road
    Janesville, WI 53546
    P.O. Box 1818
    Janesville, WI 53547
    Phone: (608) 752-8944 Fax: (608) 365-1113 Email: bids@rockroads.com
    $636,212.16

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com
    $653,052.30

  • 3706 Martin & Company Excavating
    2456 E. Pleasant Grove Road
    Oregon, IL 61061
    P.O. Box 443
    Oregon, IL 61061
    Phone: (815) 732-2422 Fax: (815) 732-2092 Email: info@martincoinc.net

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com

Non Bidders

  • 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
20200600 UNIT EXCAVATING AND GRADING EXISTING SHOULDER Base items 81.000
21101600 SQ YD TOPSOIL FURNISH AND PLACE, VARIABLE DEPTH Base items 8,450.000
25000110 ACRE SEEDING, CLASS 1A Base items 1.800
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 162.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 162.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 162.000
25100115 ACRE MULCH, METHOD 2 Base items 1.800
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 180.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 13,314.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 30,200.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 16,492.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 1,073.000
40600990 SQ YD TEMPORARY RAMP Base items 33.000
40602970 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70 Base items 1,503.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 1,796.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 132.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 11,932.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 29.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 2,645.000
48203013 SQ YD HOT-MIX ASPHALT SHOULDERS, 4" Base items 2,006.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 13,314.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 10.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 5,460.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 14,410.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 6,840.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT 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.