Home > Notice of Letting > Contract Detail

June 17, 2022 Letting 12:00 PM
202-99632

Bulletin Description

Construction of 5,700 feet of PCC sidewalk, pipe culverts, abutment construction, and a pedestrian truss superstructure along an abandoned rail line from New Era Road to Oakland Avenue in Carbondale.
Region District DBE % VBP % Federal Project #
5 9 9.00 0.00 VI1N(801)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Jackson
  • NORTHWEST
  • PED PATH
  • 17-00136-00-BT (CARBONDALE)
  • C-99-023-18
  • 0-01043-9003
  • 9-10587-0000
Contract Specifics
60 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (2 Submitted / 2 Answered ) Questions not accepted as of June 07, 2022 04:30 PM.

  • Please see a few bridge related questions below. Are 90 deck pans acceptable? What is the rub rail type? Are weathering steel cover plates acceptable? Will the steel finish be SP6, All surfaces or highly visible surfaces? What is the rail spacing..4", 6" or per AASHTO? Thank you,
    1. Use the G165 deck pan as specified in GBSP 33. 2. Use weathering steel for the rub rail. 3. Weathering steel may be used for the cover plate (assuming this refers to the plate over the expansion gaps at the ends of the deck). 4. All surfaces should be SP6 as specified in Article 506.07 of the Standard Specifications. 5. Rail spacing shall be per AASHTO. (06/02/2022)

  • Are there any restrictions for crossing the structure at Sta. 17+82.45 with material delivery trucks and construction equipment?
    An AASHTO H10 truck loading was evaluated during the preliminary design phase of the project, and the existing structure was found to be adequate for this loading. An H10 truck load consists of 2 axles spaced at 14' with the front axle load equal to 4000 pounds and a rear axle load equal to 16,000 pounds. (05/31/2022)

Authorized Bidders

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $1,034,512.91

  • 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: jjones@etsimonds.com
    $1,123,218.85

  • 5526 Sierra Bravo Contractors, LLC
    7038 Highway 154
    P.O. Box 130
    Sesser, IL 62884
    PO Box 130
    Sesser, IL 62884
    Phone: (618) 625-3456 Fax: (618) 625-6516 Email: engineering@sierrabravocontractors.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 783.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 426.000
20200100 CU YD EARTH EXCAVATION Base items 675.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 100.000
20300100 CU YD CHANNEL EXCAVATION Base items 162.000
20400800 CU YD FURNISHED EXCAVATION Base items 750.000
20800150 CU YD TRENCH BACKFILL Base items 22.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 310.000
25000305 ACRE SEEDING, CLASS 3A Base items 1.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 140.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 140.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 140.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 27.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 8,203.000
28000500 EACH INLET AND PIPE PROTECTION Base items 5.000
28100707 SQ YD STONE DUMPED RIPRAP, CLASS A4 Base items 219.000
28200200 SQ YD FILTER FABRIC Base items 219.000
30300011 TON AGGREGATE SUBGRADE IMPROVEMENT Base items 1,335.000
35101400 TON AGGREGATE BASE COURSE, TYPE B Base items 722.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 44,920.000
42400800 SQ FT DETECTABLE WARNINGS Base items 32.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 18.000
50200100 CU YD STRUCTURE EXCAVATION Base items 30.000
50300225 CU YD CONCRETE STRUCTURES Base items 16.400
50800105 POUND REINFORCEMENT BARS Base items 1,940.000
51200957 FOOT FURNISHING METAL SHELL PILES 12" X 0.250" Base items 81.000
51202305 FOOT DRIVING PILES Base items 81.000
51203200 EACH TEST PILE METAL SHELLS Base items 1.000
54262712 EACH METAL FLARED END SECTIONS 12" Base items 1.000
54262715 EACH METAL FLARED END SECTIONS 15" Base items 2.000
54262718 EACH METAL FLARED END SECTIONS 18" Base items 2.000
54262724 EACH METAL FLARED END SECTIONS 24" Base items 2.000
54262748 EACH METAL FLARED END SECTIONS 48" Base items 2.000
542D0217 FOOT PIPE CULVERTS, CLASS D, TYPE 1 12" Base items 22.000
542D0220 FOOT PIPE CULVERTS, CLASS D, TYPE 1 15" Base items 19.000
542D0223 FOOT PIPE CULVERTS, CLASS D, TYPE 1 18" Base items 28.000
542D0229 FOOT PIPE CULVERTS, CLASS D, TYPE 1 24" Base items 24.000
542D0253 FOOT PIPE CULVERTS, CLASS D, TYPE 1 48" Base items 125.000
59000200 FOOT EPOXY CRACK INJECTION Base items 10.800
59200101 EACH BRIDGE WASHING NO. 1 Base items 1.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 1.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 18.000
67100100 L SUM MOBILIZATION Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 23.000
73000100 FOOT WOOD SIGN SUPPORT Base items 98.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 81.000
78001150 FOOT PAINT PAVEMENT MARKING - LINE 12" Base items 8.000
X0322194 SQ FT POLYMER MODIFIED PORTLAND CEMENT MORTAR Base items 1.200
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 622.000
X0350805 EACH FOLD DOWN BOLLARDS Base items 2.000
X0800003 CU YD COARSE AGGREGATE BACKFILL (SPECIAL) Base items 36.000
X5030301 SQ YD CONCRETE WEARING SURFACE (VARIABLE DEPTH) Base items 38.100
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0015500 L SUM DEBRIS REMOVAL Base items 1.000
Z0078000 FOOT WOOD RAIL Base items 96.000
Z0078002 FOOT WOOD RAIL (SPECIAL) Base items 60.000
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.