Home > Notice of Letting > Contract Detail

January 20, 2023 Letting 12:00 PM
128-93795

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

Bulletin Description

Reconstruction of Brighton Bunker Hill Road from Fostesburg Road to Shipman Cutoff Road. Includes Replacement of the bridge over Girdes Branch.
Region District DBE % VBP % Federal Project #
4 6 8.00 0.00 PFNA(930)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Macoupin
  • FAS 736
  • 01-00080-00-FP
  • C-96-228-12
  • 0-00107-6003
  • 0-01745-6003
  • 6-10059-0000
  • 6-10059-0010
Contract Specifics
210 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (17 Submitted / 17 Answered ) Questions not accepted as of January 10, 2023 04:30 PM.

  • In areas where the existing roadway is getting cut down, is it the intent to undercut the subgrade 10.5" and then place 10.5" of pulverized material on the soil for cement stabilization per the note in the typical sections? If so the cross sections in the cut areas just East of Fosterburg Rd appear to only include enough quantity of end area to cut to the top of the proposed cement stabilization. There may be other locations with the same problem.
    The pulverization, removal and stockpiling of the existing roadway pavement material in the cut areas is included in the pay item for Grading and Shaping Special. (01/11/2023)

  • Page 13. 23. .....All labor, equipment, and material costs required to construction reclaimed stabilized base shall be paid for at the contract unit price per square yard for FULL-DEPTH RECLAMATION, 12.0” There is not a pay item for processing the material only one for Cement that we are seeing. Will there be an addendum adding this pay item for pulverization and processing independent of the cement 100 wt.?
    See Special Provision Page 12, #17 Grading and Shaping Special. (01/11/2023)

  • How are the trenches resulting from existing culverts being removed supposed to be backfilled? Is the contractor to use controlled low strength material? How will this backfill be paid for?
    An addendum will be issued. (01/11/2023)

  • The Pipe Culvert going from structure number 37 - 38 is called out to be 26' long according to the schedule on sheet 12 in the plans. According to the beginning and ending station numbers this culvert would be 71' long, but because of the skew it is slightly longer than 71'. Please confirm the length of this culvert.
    An addendum will be issued. (01/11/2023)

  • There is a pay item for Pipe Culverts Class A Type 2. This pipe culvert is approximately 28' deep at the centerline of the road according to the elevations given in the schedule on sheet 12 in the plans. If this is correct then will this pay item be revised to the correct culvert type per an addendum?
    An addendum will be issued. (01/11/2023)

  • There is a pay item for Pipe Culverts Class A Type 1, 36". According to the cross sections on sheet 104 in the plans this pipe culvert will be approximately 18' deep at the centerline of the road. According to Article 542 in the IDOT Spec Book this will not be a Type 1 Pipe Culvert. Will this pay item be revised per addendum?
    An addendum will be issued. (01/11/2023)

  • According to the Pipe Culvert Schedule on sheet 12 in the plans, Trench Backfill is getting used for the Entrance Culverts. Which Method of Construction in Article 542 of the IDOT Spec book are we to use for the Entrance Culverts? Method III, which is for entrance culverts does not require Trench Backfill.
    An addendum will be issued. (01/11/2023)

  • In the Entrance Schedule on sheet 11 in the plans, There is not a Proposed Driveway called out for Station 306+14 RT. There is a proposed culvert for this location in the Culvert Schedule on sheet 12. In the Entrance Schedule on sheet 11 there is a Proposed Driveway called out for Station 306+14 LT. but there is not a Culvert shown for this location in the Culvert Schedule on Sheet 12. On sheet 21 in the plans the Driveway on the Rt is shown but not the one on the LT. Please revise accordingly.
    An addendum will be issued. (01/11/2023)

  • At locations in the cross sections where there are Driveways getting built, The cross sections do not seem to include a subgrade for these driveways. Has the quantity of earthwork required to build these driveways been included in the earthwork quantities in the schedule on sheet 11 in the plans?
    An addendum will be issued. (01/11/2023)

  • It seems the quantity of Concrete Superstructure includes enough quantity for the Approach Slabs. There is not a pay item for Concrete Superstructure (Approach Slab). Is the intent to have the Concrete Superstructure pay item include the Approach Slabs, or will You add a pay item for Concrete Superstructure (Approach Slab)?
    An addendum will be issued. (01/11/2023)

  • There is not a pay item for Connector Pavement at the Bridge. Will Connector Pavement be required and if so, How will it be paid for?
    An addendum will be issued. (01/11/2023)

  • There is a pay item described as Add Rock, paid for by the Square Yard. This aggregate will be variable in thickness when needed. It seems this would work better if paid for by the TON.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (01/11/2023)

  • At locations of proposed guardrail in the plans, the aggregate shoulder seems to be widened beyond the limits of the guardrail posts according to the cross sections. If this is the intent, do the end areas in the cross sections reflect that these areas are aggregate and not dirt?
    The end areas do reflect this area as aggregate and not dirt. (01/11/2023)

  • On sheet 63 of the plans there is a detail for Rip Rap Lined Ditch. This detail does not show Filter Fabric, nor does the plan quantity of Filter Fabric include any material for the Lined Ditches. Is the intent to not put Filter Fabric under the Rip Rap at the Lined Ditch Locations? The detail does not show 6" of Bedding Stone that is normally required under the 16" of RR-4. Is the contractor to include 6" of Bedding Stone and 16" of RR4 for The Lined Ditches?
    An addendum will be issued. (01/10/2023)

  • There is a pay item for Stone Dumped Rip Rap Class A-3. I can not find where it is called out anywhere in the plans. Please provide more information for the reason this pay item exists.
    An addendum will be issued. (01/10/2023)

  • The plans call for CLSM to be used at 6 different locations according to the schedule on sheet 12. Please provide more information such as vertical and horizontal limits of the CLSM.
    Quantity was calculated using the Trench backfill method. Limits will be the same as if it were trench backfill. (01/10/2023)

  • Guardrail schedule shows one continuous run of guardrail from Sta. 321+51 to 329+36 but plan sheet 22 shows an entrance between Sta. #322+00 to 323+00. Should there be additional Traffic Barrier Terminals added to the schedule and some SPBGR Type A deleted?
    An addendum will be issued. (01/10/2023)

Authorized Bidders

  • 5802 Stutz Excavating, Inc.
    3837 Fosterburg Road
    Alton, IL 62002
    Phone: (618) 259-2485 Fax: (618) 259-2465 Email: No Record
    $5,238,573.19

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com

  • 1034 Christ Bros. Asphalt, Inc.
    820 s fritz st.
    P.O. Box 158
    Lebanon, IL 62254
    Phone: (618) 537-6174 Fax: (618) 537-6199 Email: No Record

  • 1487 DMS Contracting, Inc.
    10243 Fuesser Road
    Mascoutah, IL 62258
    PO Box 122
    Mascoutah, IL 62258
    Phone: (618) 566-9114 Fax: (618) 566-3145 Email: estimating@dmscontracting.com

  • 3064 Kamadulski Excavating and Grading Company, Inc.
    4336 Hwy. 162
    Granite City, IL 62040
    Phone: (618) 931-3760 Fax: (618) 797-1228 Email: brett@kamadulski.com
    $5,468,697.96

  • 3085 Keeley & Sons, Inc.
    6303 Collinsville Road
    East St. Louis, IL 62201
    Phone: (618) 271-7470 Fax: (618) 271-0830 Email: Brian.Lurk@keeleyandsons.com

  • 3108 Keller Construction, Inc.
    22 Illini Drive
    Glen Carbon, IL 62034
    Phone: (618) 656-0033 Fax: (618) 656-7134 Email: dan.walker@kellerconstruction.com

  • 4757 Plocher Construction Company, Inc.
    2808 Thole-Plocher Road
    Highland, IL 62249
    Phone: (618) 654-9408 Fax: (618) 654-6454 Email: bids@plocherco.com

  • 3157 The Kilian Corporation
    608 South Independence Street
    Mascoutah, IL 62258
    P.O. Box A
    Mascoutah, IL 62258
    Phone: (618) 566-2000 Fax: (618) 566-2314 Email: sharon.weier@kiliancorp.com

Non Bidders

  • 9034 Atlas Crane Service
    1275 Aurora Avenue Lane
    Aurora, IL 60505
    Phone: (630) 524-8813 Fax: (630) 425-3143 Email: No Record

  • 3649 Charles E. Mahoney Co.
    208 Service Street
    Swansea, IL 62226
    Phone: (618) 235-3355 Fax: (618) 235-3356 Email: dale@mahoneyasphalt.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

  • 6450 White Construction LLC
    3900 E. White Ave.
    Clinton, IN 47842
    PO Box 249
    Clinton, IN 47842
    Phone: (765) 828-2593 Fax: (765) 832-1860 Email: civilestimating@whiteconstruction.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 107.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 131.000
20100500 ACRE TREE REMOVAL, ACRES Base items 2.750
20200100 CU YD EARTH EXCAVATION Base items 15,580.000
20300100 CU YD CHANNEL EXCAVATION Base items 832.000
20400800 CU YD FURNISHED EXCAVATION Base items 36,783.000
20800150 CU YD TRENCH BACKFILL Base items 91.000
25000200 ACRE SEEDING, CLASS 2 Base items 11.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1,013.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 1,013.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 1,013.000
25100115 ACRE MULCH, METHOD 2 Base items 9.250
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 10,688.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 1,125.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 224.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 2,734.000
28000500 EACH INLET AND PIPE PROTECTION Base items 3.000
28100707 SQ YD STONE DUMPED RIPRAP, CLASS A4 Base items 4,873.000
28100805 TON STONE DUMPED RIPRAP, CLASS A3 Base items 100.000
28200200 SQ YD FILTER FABRIC Base items 910.000
35101400 TON AGGREGATE BASE COURSE, TYPE B Base items 293.000
35200500 100 WT CEMENT Base items 17,068.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 685.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 404.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 65,650.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 5,968.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 66.000
40600990 SQ YD TEMPORARY RAMP Base items 93.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 4,412.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 2,206.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 174.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 118.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 59.000
44003100 SQ FT MEDIAN REMOVAL Base items 79.000
44004000 FOOT PAVED DITCH REMOVAL Base items 1,117.000
48101600 SQ YD AGGREGATE SHOULDERS, TYPE B 8" Base items 9,788.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 1,354.000
50200100 CU YD STRUCTURE EXCAVATION Base items 444.000
50300225 CU YD CONCRETE STRUCTURES Base items 67.600
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 300.700
50300260 SQ YD BRIDGE DECK GROOVING Base items 597.000
50300280 CU YD CONCRETE ENCASEMENT Base items 9.800
50300300 SQ YD PROTECTIVE COAT Base items 759.000
50400735 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BULB T-BEAMS 63" Base items 578.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 67,040.000
51201800 FOOT FURNISHING STEEL PILES HP14X73 Base items 1,040.000
51202305 FOOT DRIVING PILES Base items 1,040.000
51203800 EACH TEST PILE STEEL HP14X73 Base items 2.000
51500100 EACH NAME PLATES Base items 1.000
54213495 EACH END SECTIONS 60" Base items 2.000
54213507 EACH END SECTIONS 72" Base items 2.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 4.000
54213675 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" Base items 2.000
54213681 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36" Base items 2.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 56.000
542A0235 FOOT PIPE CULVERTS, CLASS A, TYPE 1 30" Base items 87.000
542A1105 FOOT PIPE CULVERTS, CLASS A, TYPE 2 60" Base items 114.000
542A2761 FOOT PIPE CULVERTS, CLASS A, TYPE 4 36" Base items 157.000
542A3427 FOOT PIPE CULVERTS, CLASS A, TYPE 5 72" Base items 211.000
542C0220 FOOT PIPE CULVERTS, CLASS C, TYPE 1 15" Base items 627.000
542C0223 FOOT PIPE CULVERTS, CLASS C, TYPE 1 18" Base items 92.000
542C1060 FOOT PIPE CULVERTS, CLASS C, TYPE 2 15" Base items 42.000
542C5479 FOOT PIPE CULVERTS, CLASS C, TYPE 1 EQUIVALENT ROUND-SIZE 24" Base items 29.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 130.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 103.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 376.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 106.000
59300100 CU YD CONTROLLED LOW-STRENGTH MATERIAL Base items 1,048.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 36.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 630.000
60108104 FOOT PIPE UNDERDRAINS, TYPE 1, 4" Base items 14,708.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 162.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60240210 EACH INLETS, TYPE B, TYPE 1 FRAME, OPEN LID Base items 2.000
60608600 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.06 Base items 14.500
60610400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.24 Base items 28.500
60618320 SQ FT CONCRETE MEDIAN SURFACE, 6 INCH Base items 109.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 2,229.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 3.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 3.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 6.000
63200310 FOOT GUARDRAIL REMOVAL Base items 500.000
66600105 EACH FURNISHING AND ERECTING RIGHT OF WAY MARKERS Base items 116.000
67000500 CAL MO ENGINEER'S FIELD OFFICE, TYPE B Base items 24.000
67100100 L SUM MOBILIZATION Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 118.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 2.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 3.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 67.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72400600 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE B Base items 3.000
72400710 SQ FT RELOCATE SIGN PANEL - TYPE 1 Base items 55.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 12.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 307.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 94.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 30,968.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 531.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 215.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 31.000
LR400015 SQ YD ADD ROCK Base items 28,446.000
LR400903 SQ YD FULL-DEPTH RECLAMATION, 12.0" Base items 28,446.000
X0100002 SQ YD GRADING AND SHAPING SPECIAL Base items 28,446.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0021903 FOOT SILICONE JOINT SEALER, 3/4" Base items 78.000
Z0076600 HOUR TRAINEES Base items 2,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 2,000.000 $15.00
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.