Home > Notice of Letting > Contract Detail

April 24, 2020 Letting 12:00 PM
141-46908

Bulletin Description

Replacement of a 3-span structure (SN 064-9900) with a 3-span, 128'-4" PCC I-beam structure, at Fort Massac State Park in Metropolis.
Region District DBE % VBP % Federal Project #
5 9 14.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Massac
  • FT MASSAC 2019
  • C-30-023-18
  • 0-02150-9001
Contract Specifics
65 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of April 14, 2020 04:30 PM.

  • Timber Rail: Special Provision page 3 notes ‘splice plates’. This suggests that mid-span timber rail splices will be acceptable. Please provide a detail for the splice plate connection and hardware. What is the acceptable tolerance for the dimensions of the wood? There will be dimensional differences between one plank and the next because it’s wood, not steel.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/15/2020)

  • Timber Rail: This provision also notes that all steel products be painted. This suggests that the pressure treated timber rail will be provided with its natural color. AISC: Please confirm that the Bridge Rail post and anchor assemblies will need to be fabricated by a shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/15/2020)

  • Due to the closer of the State Park System, can access be granted to examine the project site?
    Limited access for the contractor will be provided as IDNR staffing allows - please call the Site Superintendent Chris McGinness at 618 / 521-4440 M-F between 8AM and 3PM to arrange access times. (04/09/2020)

  • Can you provide the existing bridge plans?
    This information has been posted in an ADDITIONAL INFORMATION file with the Plans and Specifications for this project. (04/09/2020)

  • Can a hydrograph of the Ohio River at this location be provided?
    This information has been posted in an ADDITIONAL INFORMATION file with the Plans and Specifications for this project. (04/09/2020)

Authorized Bidders

  • 5526 Sierra Bravo Contractors, LLC
    7038 Highway 154
    P.O. Box 130
    Sesser, IL 62884
    PO Box 130
    Sesser, IL 62884
    Phone: (618) 924-1077 Fax: (618) 625-6516 Email: dheath@sierrabravocontractors.com
    $1,157,743.51

  • 5550 E. T. Simonds Construction Company
    1500 N Oakland Ave
    PO Box 2107
    Carbondale, IL 62902
    PO Box 2107
    Carbondale, IL 62902
    Phone: (618) 457-8191 Fax: (618) 549-0131 Email: mrodewald@etsimonds.com
    $1,553,470.37

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $2,072,989.60

Non Bidders

  • 6024 STF, LLC d/b/a Traffic Control Company
    (Pending Authorization)
    16961 STATE STREET
    SOUTH HOLLAND, IL 60473
    601 8TH STREET
    VALLEY PARK, MO 63088
    Phone: (636) 225-7800 Fax: (636) 225-3460 Email: bjp@trafficcontrolcompany.com

Pay Item # UOM Description Type Quantity Unit Price
X2110104 SQ YD TOPSOIL FURNISH AND PLACE, 4" (SPECIAL) Base items 537.000
X2300023 FOOT TIMBER RAILING Base items 257.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 136.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 202.000
20200100 CU YD EARTH EXCAVATION Base items 177.000
20300100 CU YD CHANNEL EXCAVATION Base items 848.000
20400800 CU YD FURNISHED EXCAVATION Base items 105.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 9.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 404.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 794.000
28200200 SQ YD FILTER FABRIC Base items 794.000
35100700 SQ YD AGGREGATE BASE COURSE, TYPE A 8" Base items 658.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 1,481.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 297.000
40602978 TON HOT-MIX ASPHALT BINDER COURSE, IL- 9.5, N50 Base items 64.000
40604000 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "C", N50 Base items 64.000
42001300 SQ YD PROTECTIVE COAT Base items 452.000
48100300 SQ YD AGGREGATE SHOULDERS, TYPE A 4" Base items 108.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 29.000
50200300 CU YD COFFERDAM EXCAVATION Base items 104.000
50201101 EACH COFFERDAM (TYPE 1) (LOCATION - 1) Base items 1.000
50201102 EACH COFFERDAM (TYPE 1) (LOCATION - 2) Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 148.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 127.000
50300260 SQ YD BRIDGE DECK GROOVING Base items 371.000
50400805 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 36 IN. Base items 626.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 45,540.000
51201800 FOOT FURNISHING STEEL PILES HP14X73 Base items 1,700.000
51202305 FOOT DRIVING PILES Base items 1,700.000
51203800 EACH TEST PILE STEEL HP14X73 Base items 4.000
51204650 EACH PILE SHOES Base items 26.000
51500100 EACH NAME PLATES Base items 1.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 104.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 36.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 64.000
67100100 L SUM MOBILIZATION Base items 1.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 436.000
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.