Home > Notice of Letting > Contract Detail

March 05, 2021 Letting 12:00 PM
118-87765

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

Bulletin Description

Resurfacing, sidewalks, curb and gutter, pavement markings on East Hill Street from Sycamore Street to IL 23 in Genoa.
Region District DBE % VBP % Federal Project #
2 3 9.00 0.00
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeKalb
  • FAU 5503
  • 20-00041-00-RS (GENOA)
  • C-93-052-21
  • 3-10692-0000
Contract Specifics
Hot Mix Asphalt-Small Batch
60 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of February 23, 2021 04:30 PM.

  • In regards to the sidewalk excavation being deposited on the City ROW, is this within the job limits as then the contract items for landscaping would go over this area
    The sidewalk excavation material shall be deposited within the job limits and any area disturbed or spoil deposited shall be restored. (02/25/2021)

  • With the MH being located in the pavement, since this is multi HMA lift project shouldn't the be MH Adj - Spl, to have them dropped and plated and then raised after binder. also there is not detail or spec on the Sanitary MH Adj - this too should be lowered plated and raised after binder, is there a boot (internal or external) required
    Each Manhole frame shall be protected and remain in place during construction. Adjustments to the chimney area of the structures are to be performed as necessary to match the new profile of the roadway. Sanitary manholes shall be treated the same as storm manholes; no internal or external booting is required. (02/25/2021)

  • On the typical sections its states HMA Binder Course is at 2" thick. This doesn't conform to IDOT Minimum Thickness specifications. Please clarify if you truly want 2.0" of binder.
    An addendum will be issued. (02/24/2021)

Authorized Bidders

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com
    $408,408.48

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com

  • 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

  • 4461 O'Brien Civil Works, Inc.
    2963 W Mud Creek Rd
    Mt Morris, IL 61054
    Phone: (815) 734-7722 Fax: (815) 734-7723 Email: office@obriencw.com
    $676,710.23

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com
    $429,237.92

  • 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

  • 5347 Scanlon Excavating & Concrete, Inc.
    630 S 7000 W Road
    Kankakee, IL 60901
    Phone: 815937956 Fax: No Record Email: admin@scanlonexcavating.net

  • 4906 Stenstrom Excavation & Blacktop, Inc.
    2422 Center Street
    Rockford, IL 61108
    Phone: (815) 398-3478 Fax: (815) 229-0978 Email: excavation@rstenstrom.com

  • 0958 William Charles Construction Company, LLC
    833 Featherstone Road
    Rockford, IL 61107
    P.O. Box 2071
    Loves Park, IL 61130
    Phone: (815) 654-4700 Fax: (815) 654-4736 Email: estimating@williamcharlesconstruction.com
    $409,159.17

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20101400 POUND NITROGEN FERTILIZER NUTRIENT Base items 31.000
20101500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 31.000
20101600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 31.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 1,689.000
25000100 ACRE SEEDING, CLASS 1 Base items 0.040
25100630 SQ YD EROSION CONTROL BLANKET Base items 1,689.000
28000500 EACH INLET AND PIPE PROTECTION Base items 10.000
35102000 SQ YD AGGREGATE BASE COURSE, TYPE B 8" Base items 13.000
35102200 SQ YD AGGREGATE BASE COURSE, TYPE B 10" Base items 12.000
35800100 SQ YD PREPARATION OF BASE Base items 9,155.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 20,598.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 2,060.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 1,053.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 1,056.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 5,247.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 417.000
42400800 SQ FT DETECTABLE WARNINGS Base items 262.000
44000100 SQ YD PAVEMENT REMOVAL Base items 25.000
44000169 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 5" Base items 9,155.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,822.000
44000600 SQ FT SIDEWALK REMOVAL Base items 5,664.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 8.000
60260100 EACH INLETS TO BE ADJUSTED Base items 4.000
60266600 EACH VALVE BOXES TO BE ADJUSTED Base items 6.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 2,207.000
67100100 L SUM MOBILIZATION Base items 1.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 900.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 1,037.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 888.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 145.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 2,267.000
Z0042300 FOOT PORTLAND CEMENT CONCRETE SIDEWALK CURB Base items 603.000
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.