Home > Notice of Letting > Contract Detail

June 11, 2021 Letting 12:00 PM
180-76G57

Bulletin Description

4.8 miles of resurfacing and ADA improvements on IL 111/3 from Alby Street to Broadway in Alton.
Region District DBE % VBP % Federal Project #
5 8 13.00 0.00 NHPPSJCA(927)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Madison
  • FAP 789
  • IL 111,IL 3
  • 1RS-2
  • C-98-198-18
  • 8-00379-0000
Contract Specifics
Project Labor Agreement
95 Working Days
Previously advertised on April 23, 2021 (Item 064).
No More Contract Specifics

Ask Subscribe Questions and Answers (8 Submitted / 7 Answered ) Questions not accepted as of June 01, 2021 04:30 PM.

  • In the summary of quantities in the plans there is no pay item for 24" Thermoplastic Pavement Markings. However it shows up on the schedule. In the previous bid package this was included. Please advise which is correct. If there is no 24" Thermoplastic pavement markings, then there shouldn't be any Temporary pavement markings 24" as well
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/03/2021)

  • Guardrail Markers: Plan quantity is 753 Each. Schedule of Quantities notes 21 Each. Please advise where the other 732 markers are or correct the quantity.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/03/2021)

  • The location map on sheet 6 of 69 notes the patching will begin at Sta. 277+50 and end at Sta 389+17. The typical section for 8" concrete on sheet 10 of 89 calls out Sta 18+50 to Sta 189+00, the patch schedule on sheet 13 starts the patching at sta 6+00 and goes to . Which stationing is correct?
    There is patching throughout the contract. The northern section shown on the location map in the contract has Class B patching with HMA resurfacing. The southern portion is noted as begin/end patching because it is patching only - Class A with no resurfacing. The typical showing the continuously reinforced pavement with no resurfacing and the Class A Patching schedule all cover this southern portion indicated in the location map. (06/03/2021)

  • Special Provision page 6 directs all guardrail to be delivered to a maintenance yard. Please confirm the address of the Sector Maintenance Yard if IDOT would like the guardrail salvaged OR advise if all guardrail is to be disposed of.
    None of the guardrail is to be salvaged for delivery to IDOT maintenance yards. It should all be disposed of. (06/03/2021)

  • The cross sections do not illustrate the final position of the guardrail. Please confirm that it is correct to 'assume' that the guardrail will be driven into the 5’ wide aggregate area of the shoulder, typical at all locations, and that coring into a HMA shoulder will not be required.
    It is anticipated that the guardrail will be placed into the aggregate shoulder, not an HMA shoulder. (06/03/2021)

  • Please advise if there will be any shoulder work performed under the guardrail once it is removed. The cross sections suggest shoulder work is not going to be needed.
    No shoulder work is anticipated under the guardrail. (06/03/2021)

  • The 23 acres of seeding in the summary of quantities should be .25 per the erosion control schedule. Is the intent of the milling to stop when concrete is encountered or to mill the entire 2 3/4" depth? The pavement coring indicates HMA thicknesses less than 2 3/4" in some places. If milled the full 2 3/4" in these areas will any reinforcement be discovered?
    An addendum has been issued to address the seeding. We do not anticipate encountering steel in the milling operation. (06/03/2021)

Authorized Bidders

  • 3649 Charles E. Mahoney Co.
    208 Service Street
    Swansea, IL 62226
    Phone: (618) 235-3355 Fax: (618) 235-3356 Email: dale@mahoneyasphalt.com
    $5,947,762.50

  • 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

  • 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

  • 3163 Kinney Contractors, Inc.
    19342 E. Frontage Rd.
    Raymond, IL 62560
    Phone: (217) 229-3322 Fax: (217) 229-3609 Email: kinney@roadbuilder.net

  • 4928 RCS Construction, Inc.
    960 E. Airline Drive
    East Alton, IL 62024
    Phone: (618) 254-3816 Fax: (618) 254-3841 Email: julie@rcs-construction.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 5.000
25000210 ACRE SEEDING, CLASS 2A Base items 0.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 23.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 23.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 23.000
25100105 ACRE MULCH, METHOD 1 Base items 0.250
28000400 FOOT PERIMETER EROSION BARRIER Base items 41.000
35100300 SQ YD AGGREGATE BASE COURSE, TYPE A 4" Base items 243.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 69,896.000
40600990 SQ YD TEMPORARY RAMP Base items 2,188.000
40602975 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N90 Base items 7,249.000
40604124 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "E", N90 Base items 8,698.000
42001300 SQ YD PROTECTIVE COAT Base items 272.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 309.000
42400800 SQ FT DETECTABLE WARNINGS Base items 61.000
44000100 SQ YD PAVEMENT REMOVAL Base items 690.000
44000160 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 3/4" Base items 103,550.000
44000300 FOOT CURB REMOVAL Base items 221.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 13.000
44003100 SQ FT MEDIAN REMOVAL Base items 14,225.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 690.000
44201007 SQ YD CLASS B PATCHES, TYPE II, 13 INCH Base items 113.000
44201011 SQ YD CLASS B PATCHES, TYPE III, 13 INCH Base items 458.000
44201013 SQ YD CLASS B PATCHES, TYPE IV, 13 INCH Base items 232.000
44201299 EACH DOWEL BARS 1 1/2" Base items 872.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 11,079.000
44213200 FOOT SAW CUTS Base items 23,759.000
44213204 EACH TIE BARS 3/4" Base items 3,990.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 34.000
60603500 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.06 Base items 83.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 13.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 109.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 2,183.000
60619200 SQ FT CONCRETE MEDIAN, TYPE SB-6.06 Base items 13,367.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 1,700.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 6.000
63200310 FOOT GUARDRAIL REMOVAL Base items 2,063.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 15.000
67100100 L SUM MOBILIZATION Base items 1.000
70100310 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701421 Base items 1.000
70100320 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701422 Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70102630 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701601 Base items 1.000
70102637 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 2.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 180.000
70106800 CAL MO CHANGEABLE MESSAGE SIGN Base items 24.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 11,286.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 4,751.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 72,132.000
70300250 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" Base items 3,515.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 1,829.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 753.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 6.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 936.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 72,132.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 3,515.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 1,829.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 603.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 753.000
78200020 EACH CURB REFLECTORS Base items 909.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 603.000
80300100 FOOT LOCATING UNDERGROUND CABLE Base items 380.000
81028340 FOOT UNDERGROUND CONDUIT, PVC, 1 1/2" DIA. Base items 80.000
87301215 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C Base items 106.000
87600100 EACH PEDESTRIAN PUSH-BUTTON POST, TYPE I Base items 2.000
87900200 EACH DRILL EXISTING HANDHOLE Base items 2.000
88600600 FOOT DETECTOR LOOP REPLACEMENT Base items 11,993.000
88800100 EACH PEDESTRIAN PUSH-BUTTON Base items 4.000
X1400031 EACH REMOVE PEDESTRIAN PUSH-BUTTON Base items 2.000
X4420539 SQ YD CLASS A PATCHES, TYPE II, 8 INCH (SPECIAL) Base items 55.000
X4420541 SQ YD CLASS A PATCHES, TYPE III, 8 INCH (SPECIAL) Base items 442.000
X4420542 SQ YD CLASS A PATCHES, TYPE IV, 8 INCH (SPECIAL) Base items 10,598.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 28,624.000
X7800100 SQ FT PAINT PAVEMENT MARKING - RAISED MEDIAN Base items 1,388.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 47,602.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 15,947.000
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.