Home > Notice of Letting > Contract Detail

April 26, 2024 Letting 12:00 PM
220-95957

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

Bulletin Description

HMA Resurfacing with aggregate shoulders and pavement markings on CH 3 from the West Corporate Limits of West Salem to the Wabash County Line.
Region District DBE % VBP % Federal Project #
4 7 3.00 0.00 A9JI(752)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Edwards
  • FAS 800
  • CH 3
  • 21-00071-00-RS
  • C-97-074-23
  • 7-10962-0000
Contract Specifics
45 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of April 16, 2024 04:30 PM.

  • The note under Detail of Field Entrance on plan sheet 11 reads, “Gravel field entrances and or private entrances are to be included in Aggregate Surface Course Type B quantities.” In the Specifications and Proposal on page 3, Aggregate Shoulders, Type B reads, Field Entrances and Private Entrances as indicated in the plans or by the Engineer that require aggregate surface shall be furnished as part of this pay item.” Please clarify which item the aggregate in this area should be included.
    The private and field entrances rock quantities should be under Aggregate Surface Course, Type B. The special provision is wrong and should've been Aggregate Surface Course, Type B and not Aggregate Shoulders, Type B. (04/03/2024)

  • The pay item for Guardrail Post Vertical Adjust and Vertical Adjust Of Guardrail basically have the same Special Provisions as listed on page 3 & 4. Both items exist within the same locations. Since the Special Provisions are basically the same for each, what differentiates the pay item at each location?
    One is for the adjustment of the posts and the other is for the adjustment of the rail elements. (04/02/2024)

  • Please clarify. In the proposal, on page 32, under SHORT TERM AND TEMPORARY PAVEMENT MARKINGS, article 1095.06 has been revised. Is the intent of this revision to eliminate the use of Type I and III tape for the Short-Term Pavement Marking Pay item?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (04/02/2024)

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
    $2,438,672.43 is within a reasonable approximation of the Estimate

Non Bidders

  • 3145 Kieffer Bros. Construction Co., Inc.
    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
20800150 CU YD TRENCH BACKFILL Base items 176.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 774.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 45.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 39,849.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 2,857.000
40600990 SQ YD TEMPORARY RAMP Base items 122.000
40602970 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70 Base items 5,330.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 5,197.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 275.000
44201717 SQ YD CLASS D PATCHES, TYPE II, 6 INCH Base items 11.000
44201721 SQ YD CLASS D PATCHES, TYPE III, 6 INCH Base items 90.000
44201723 SQ YD CLASS D PATCHES, TYPE IV, 6 INCH Base items 28.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 1,020.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 419.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 2.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 2.000
54213687 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 42" Base items 2.000
54213693 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 48" Base items 2.000
54213729 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 84" Base items 2.000
54214527 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS, EQUIVALENT ROUND-SIZE 42" Base items 2.000
54214539 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS, EQUIVALENT ROUND-SIZE 54" Base items 2.000
542A1063 FOOT PIPE CULVERTS, CLASS A, TYPE 2 18" Base items 52.000
542A1069 FOOT PIPE CULVERTS, CLASS A, TYPE 2 24" Base items 40.000
542A1129 FOOT PIPE CULVERTS, CLASS A, TYPE 2 84" Base items 53.000
542A1927 FOOT PIPE CULVERTS, CLASS A, TYPE 3 42" Base items 68.000
542A2773 FOOT PIPE CULVERTS, CLASS A, TYPE 4 48" Base items 99.000
542A8227 FOOT PIPE CULVERTS, CLASS A, TYPE 2 EQUIVALENT ROUND-SIZE 42" Base items 36.000
542A8239 FOOT PIPE CULVERTS, CLASS A, TYPE 2 EQUIVALENT ROUND-SIZE 54" Base items 71.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
67100100 L SUM MOBILIZATION Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 4,717.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 3,145.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 63,953.000
X6330800 EACH GUARDRAIL POST VERTICAL ADJUSTMENT Base items 82.000
X6330900 FOOT VERTICAL ADJUSTMENT OF GUARDRAIL Base items 493.000
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.