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Home > Notice of Letting > Contract Detail

January 21, 2022 Letting 12:00 PM
044-74596

Bulletin Description

Complete replacement of bridge decks, abutments, steel girders and approach slabs, using cross-overs, on IL 105 over Lake Decatur. (SN 058-0047 and 058-0048)
Region District DBE % VBP % Federal Project #
4 7 2.00 0.00 STPMN3T(266)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Macon
  • FAP 741
  • (12B-1)BR
  • C-97-126-12
  • 7-50294-0000
Contract Specifics
Project Labor Agreement
150 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (8 Submitted / 8 Answered ) Questions not accepted as of January 11, 2022 04:30 PM.

  • The traffic control drawings show the fully redirective attenuators in line with the delineators and double yellow. The way these are designed to work they need to be attached to something. Please advise the intent of the state in regards to these.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/12/2022)

  • Does the riprap need to be put in under dry conditions? If so, please add pay items for Cofferdams.
    No, cofferdams are not required for the placement of the riprap. (01/12/2022)

  • Please provide plans of the existing structure.
    The plans of the existing structure will be made available. Please continue to monitor the website for an update. (01/12/2022)

  • We checked with the manufacturer and type C tape is no longer produced. Please advise whether pay items should be type B or type D for the pavement marking items.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (01/11/2022)

  • The pay items for the striping call for the tape to be inlaid. However there are also grooving pay items for this work. The tape can either be inlaid or grooved. Please advise which is correct.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (01/11/2022)

  • How will the removal of the wet reflective tape be paid for?
    This will be removed by utilizing the pay item PAVEMENT MARKING REMOVAL - WATER BLASTING which is covered in the Special Provisions. (01/11/2022)

  • Sheet 44 of 81 - Can horizontal construction joints be added between the deck and median between beams 5-6 & 7-8? This would allow each stage of the median to be poured after the deck pour. Without the construction joints, it will be difficult to maintain the profile of the deck and median near beams 5 & 8 while progressing with the deck covering crew.
    Horizontal joints cannot be added between the deck and median. The deck and median were designed to handle the loads as a continuous concrete element but the deck was not designed to handle the loads as a cantilever alone. Using horizontal joints creates additional problems when the vaulted median meets the abutment and concrete diaphragm, see Diaphragm at Abutment on sheet 48. (01/03/2022)

  • On Sheet 54 the stud diagram, section b-b. Will the studs need to be two inches minimum above the bottom of base slab, as in section a-a diagram?
    Detail Sect B-B in the plans is shown correctly. In some areas of the structure (over Beams 6 & 7), the concrete fillet heights, between top of flange and bottom of deck, exceed 6”. In these areas, typical stud lengths will not reach 2” into the deck, thus, the plans call for standard length studs and include the added fillet reinforcement bars as shown. (12/16/2021)

Authorized Bidders

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: No Record Fax: No Record Email: No Record
    $8,549,000.00

  • 1232 County Contractors, Inc.
    1228 E. 1350th Street
    Quincy, IL 62305
    PO Box 3522
    Quincy, IL 62305-3522
    Phone: No Record Fax: No Record Email: No Record

  • 1908 Freesen, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    PO Box 13420
    Springfield, IL 62791
    Phone: No Record Fax: No Record Email: No Record

  • 3163 Kinney Contractors, Inc.
    19342 E. Frontage Rd.
    Raymond, IL 62560-5061
    Phone: No Record Fax: No Record Email: No Record

  • 4757 Plocher Construction Company, Inc.
    2808 Thole Plocher Rd.
    Highland, IL 62249
    Phone: No Record Fax: No Record Email: No Record

  • 5310 Sangamo Construction Company
    2100 E. Moffat Avenue
    Springfield, IL 62702
    Phone: No Record Fax: No Record Email: No Record
    $12,591,921.57

  • 5672 Stark Excavating, Inc.
    1805 West Washington St.
    Bloomington, IL 61701
    Phone: No Record Fax: No Record Email: No Record

  • 6450 White Construction LLC
    3900 East White Avenue
    Clinton, IN 47842
    PO Box 249
    Clinton, IN 47842
    Phone: No Record Fax: No Record Email: No Record
    $9,109,389.14

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 1,780.000
28200200 SQ YD FILTER FABRIC Base items 1,624.000
35300400 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 9" Base items 720.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 3,000.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 1,173.000
40600990 SQ YD TEMPORARY RAMP Base items 530.000
40603219 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N90 Base items 467.000
40604164 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N90 Base items 373.000
42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 147.000
44000100 SQ YD PAVEMENT REMOVAL Base items 294.000
44000159 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 1/2" Base items 4,431.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,400.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 720.000
44213204 EACH TIE BARS 3/4" Base items 180.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 2.000
50200100 CU YD STRUCTURE EXCAVATION Base items 141.000
50300100 EACH FLOOR DRAINS Base items 26.000
50300225 CU YD CONCRETE STRUCTURES Base items 202.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 1,054.200
50300300 SQ YD PROTECTIVE COAT Base items 4,321.000
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 16,320.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 308,140.000
50800515 EACH BAR SPLICERS Base items 1,537.000
51201610 FOOT FURNISHING STEEL PILES HP12X63 Base items 1,353.000
51202305 FOOT DRIVING PILES Base items 1,353.000
51203610 EACH TEST PILE STEEL HP12X63 Base items 2.000
51204650 EACH PILE SHOES Base items 24.000
51500100 EACH NAME PLATES Base items 2.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 168.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 24.000
52100520 EACH ANCHOR BOLTS, 1" Base items 48.000
52100530 EACH ANCHOR BOLTS, 1 1/4" Base items 48.000
52200010 SQ FT TEMPORARY SHEET PILING Base items 569.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 318.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 163.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 237.000
60260100 EACH INLETS TO BE ADJUSTED Base items 2.000
60607400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-9.24 Base items 680.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 4,350.000
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 4,697.000
66700205 EACH PERMANENT SURVEY MARKERS, TYPE I Base items 2.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 12.000
67100100 L SUM MOBILIZATION Base items 1.000
70102625 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701606 Base items 1.000
70107005 FOOT PAVEMENT MARKING BLACKOUT TAPE, 5" Base items 2,875.000
70107007 FOOT PAVEMENT MARKING BLACKOUT TAPE, 7" Base items 3,610.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 1,118.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 125.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 688.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 171.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 675.000
70600240 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 2 Base items 1.000
70600255 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600322 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600340 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 2 Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78003111 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 4" Base items 1,788.000
78003131 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 6" Base items 224.000
78004210 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - INLAID - LINE 4" Base items 2,346.000
78004230 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - INLAID - LINE 6" Base items 294.000
78011025 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 1,788.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 224.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 57.000
78200020 EACH CURB REFLECTORS Base items 20.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 18.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 3,111.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
81028750 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 2" DIA. Base items 95.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 700.000
81300550 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 12" X 6" Base items 4.000
81603010 FOOT UNIT DUCT, 600V, 2-1C NO.10, 1/C NO.10 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 172.000
81702450 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 10 Base items 350.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 2.000
82500300 EACH LIGHTING CONTROLLER, POLE MOUNTED, 240VOLT, 30AMP Base items 1.000
83001500 EACH LIGHT POLE, ALUMINUM, 35 FT. M.H., 12 FT. DAVIT ARM Base items 2.000
84200500 EACH REMOVAL OF LIGHTING UNIT, SALVAGE Base items 2.000
89500120 EACH REMOVE EXISTING SERVICE INSTALLATION Base items 1.000
X4402020 SQ FT CONCRETE MEDIAN SURFACE REMOVAL Base items 5,400.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 2,277.000
X5030305 SQ YD CONCRETE WEARING SURFACE, 5" Base items 559.000
X5040100 SQ FT PRECAST BRIDGE APPROACH SLAB Base items 4,800.000
X6061702 SQ FT CONCRETE MEDIAN, TYPE SM (DOWELLED) Base items 5,760.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010218 EACH TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030025 SQ FT WET REFLECTIVE TEMPORARY TAPE, TYPE III - LETTERS AND SYMBOLS Base items 138.000
X7030030 FOOT WET REFLECTIVE TEMPORARY TAPE TYPE III, 4 INCH Base items 11,580.000
Z0004552 SQ YD APPROACH SLAB REMOVAL Base items 365.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 12.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 2,945.000
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.