Home > Notice of Letting > Contract Detail

June 11, 2021 Letting 12:00 PM
232-95902

Bulletin Description

Resurface 5th Street from Oak St. to North Mulberry St., and resurface Oak St. from College Dr. to Poplar St., and from IL 15 to West 3rd St. in Mt. Carmel.
Region District DBE % VBP % Federal Project #
4 7 4.00 0.00 XRZP(593)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Wabash
  • FAU 8654
  • FAU 8656A
  • 5TH ST. & OAK ST.
  • 14-00075-00-RS (MT. CARMEL)
  • C-97-066-19
  • 7-10740-0000
Contract Specifics
60 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (1 Submitted / 1 Answered ) Questions not accepted as of June 01, 2021 04:30 PM.

  • The HMA Surface Cse special provision states that the Prime Coat quantity was calculated at 0.05 gal/SY. IDOT specifications is 0.05#/SF. Is the special provision correct? It appears that the HMA Surface quantity may be overstated. Total milled areas = 27592 SY x 2" x 112#/"/sy = 3,090.3 tons. Plan quantity is 3,392 tons, please confirm that the plan quantity is correct.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/02/2021)

Authorized Bidders

  • 2692 Howell Paving, Inc.
    1020 N. 13th Street
    Mattoon, IL 61938
    P.O. Box 1009
    Mattoon, IL 61938
    Phone: (217) 234-8877 Fax: (217) 234-4226 Email: estimates@howellco.com
    $965,200.02

Non Bidders

  • 3145 Kieffer Bros. Construction Co., Inc.
    (Pending Authorization)
    933 West 3rd Street
    Mt. Carmel, IL 62863
    Phone: (618) 262-5108 Fax: (618) 263-3215 Email: doug@kiefferbros.net

Pay Item # UOM Description Type Quantity Unit Price
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 1,380.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 11.000
40600990 SQ YD TEMPORARY RAMP Base items 300.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 3,392.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 3,499.000
42400800 SQ FT DETECTABLE WARNINGS Base items 289.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 23,901.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 217.000
44000600 SQ FT SIDEWALK REMOVAL Base items 3,283.000
44200919 SQ YD CLASS B PATCHES, TYPE II, 7 INCH Base items 440.000
44201298 EACH DOWEL BARS 1 1/4" Base items 1,408.000
44201313 SQ YD CLASS C PATCHES, TYPE I, 7 INCH Base items 3.300
44201317 SQ YD CLASS C PATCHES, TYPE II, 7 INCH Base items 5.300
44213200 FOOT SAW CUTS Base items 2,844.000
45200100 FOOT JOINT OR CRACK ROUTING (PC CONCRETE PAVEMENT AND SHOULDER) Base items 3,700.000
45200300 POUND JOINT OR CRACK FILLING Base items 3,000.000
60260100 EACH INLETS TO BE ADJUSTED Base items 14.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 217.000
67100100 L SUM MOBILIZATION Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 1,450.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 484.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 680.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 2,510.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 150.000
X0327171 SQ YD SCARIFY EXISTING SURFACE Base items 3,691.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0010900 FOOT COLD MILLING (SPECIAL) Base items 3,608.000
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.