ildot 61M69-030.pdf

Letting November 6, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 61M69 COOK County Section 21-00095-00-PV (Chicago Ridge) Route FAU 1196 (103rd Street) Project HA0X-824 () District 1 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

November 6, 2026 at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

Contract No. 61M69 COOK County Section 21-00095-00-PV (Chicago Ridge) Project HA0X-824 () Route FAU 1196 (103rd Street) District 1 Construction Funds

HMA resurfacing and traffic signal improvement of 103rd St. from Southwest Highway to Ridgeland Ave. in the village of Chicago Ridge. Additional work includes curb & gutter, sidewalks, pavement markings and other required work.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to re-advertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 61M69

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 Additional State Requirements for Federal-Aid Construction Contracts 2 Subletting of Contracts (Federal-Aid Contracts)

3 EEO

4 Specific EEO Responsibilities Non Federal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

LRS 1 Reserved LRS 2 Furnished Excavation LRS 3 Work Zone Traffic Control Surveillance LRS 4 Flaggers in Work Zones LRS 5 Contract Claims LRS 6 Bidding Requirements and Conditions for Contract Proposals LRS 7 Bidding Requirements and Conditions for Material Proposals LRS 8 Reserved LRS 9 Bituminous Surface Treatments LRS 10 Reserved LRS 11 Employment Practices LRS 12 Wages of Employees on Public Works LRS 13 Selection of Labor LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks LRS 15 Partial Payments LRS 16 Protests on Local Lettings LRS 17 Substance Abuse Prevention Program LRS 18 Multigrade Cold Mix Asphalt LRS 19 Reflective Crack Control Treatment

INDEX OF SPECIAL PROVISIONS

LOCATION OF PROJECT

PROJECT DESCRIPTION

PERMITS

MAINTENANCE OF ROADWAYS (D1)

STATUS OF UTILITIES (D-1)

PUBLIC CONVENIENCE AND SAFETY (D1)

RESTRICTED START DATE

TRAFFIC CONTROL PLAN

PROTECTION OF EXISTING TREES

TRENCH BACKFILL

SUPPLEMENTAL WATERING

DETECTABLE WARNINGS

PAVEMENT REMOVAL

HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4”

CATCH BASINS, TYPE SPECIFIED, TYPE 1 FRAME, OPEN LID

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (project specific)

TRAFFIC SIGNAL GENERAL REQUIREMENTS

TRAFFIC SIGNAL WORK GENERAL (COOK COUNTY)

UNDERGROUND RACEWAYS

COILABLE NON-METALLIC CONDUIT

COILABLE NON-METALLIC CONDUIT (COOK COUNTY)

MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION (COOK COUNTY)

ELECTRIC CABLE

ELECTRIC CABLE (COOK COUNTY)

LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD

DETECTOR LOOP

DETECTOR LOOP (COOK COUNTY)

DETECTOR LOOP REPLACEMENT AND/OR INSTALLATION (ROADWAY GRINDING,

RESURFACING, & PATCHING OPERATIONS)

MODIFY EXISTING CONTROLLER

CABLE REMOVAL FROM CONDUIT

CABLE REMOVAL FROM CONDUIT (COOK COUNTY)

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

REBUILD EXISTING HANDHOLE

STEEL POST REMOVAL

SIGN REMOVAL

REMOVE AND RE-ERECT BOULDERS

PEDESTRIAN SIGNAL POST

SODDING, SALT TOLERANT (SPECIAL)

FAILURE TO COMPLETE PLANT CARE AND ESTABLISHMENT WORK ON TIME

AGGREGATE SURFACE COURSE FOR TEMPORARY ACCESS (D1)

PORTLAND CEMENT CONCRETE SIDEWALK 5-INCH (SPECIAL)

CURB OR COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT (D1)

SANITARY MANHOLES TO BE ADJUSTED

FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

TEMPORARY INFORMATION SIGNING (D1)

ACCESSIBLE PEDESTRIAN SIGNALS

CONCRETE FOUNDATIONS

PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT

HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT

CONSTRUCTION LAYOUT

DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED

DRAINAGE STRUCTURES TO BE RECONSTRUCTED

RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM

STORM SEWERS (WATER MAIN REQUIREMENTS)

TEMPORARY TRAFFIC SIGNAL TIMING (COOK COUNTY)

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D1)

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D1)

FRICTION AGGREGATE (D1)

MINERALIZED CARBON DIOXIDE CONCRETE (D-1)

HOT-MIX ASPHALT – MIXTURE DESIGN VERIFICATION AND PRODUCTION (D1)

AVAILABLE REPORTS (D1 LR)

IDOT TRAINING PROGRAM GRADUATE ON-THE-JOB TRAINING SPECIAL PROVISION132

LR107‐4

LR1030‐2

LPC 663

BDE SPECIAL PROVISIONS

The following special provisions indicated by an “X” are applicable to this contract. An * indicates a new or revised special provision for the letting.

File Name Pg. Special Provision Title Effective Revised 80099 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 140 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 143 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 Bridge Deck Concrete Overlays Jan. 1, 2026 80241 Bridge Demolition Debris July 1, 2009

5053I Building Removal Sept. 1, 1990 Aug. 1, 2022 5026I Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 145 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 162 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 Completion Date (via calendar days) April 1, 2008 80199 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 Concrete Barrier Jan. 1, 2025 80453 Concrete Sealer Nov. 1, 2023 80261 166 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 168 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026

* 80486 Engineer’s Field Office Nov. 1, 2026 80467 Erosion Control Blanket Aug. 1, 2025 80229 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025 80456 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 172 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 174 Inlet Filters April 1, 2026 80477 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 176 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025 80441 177 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I 183 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 Raised Reflective Pavement Markers Nov. 1, 2025 80455 184 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025 80445 Seeding Nov. 1, 2022 July 1, 2026

* 80457 186 Short Term and Temporary Pavement Markings April 1, 2024 Nov. 1, 2026 80462 190 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 192 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 194 Subcontractor and DBE Payment Reporting April 2, 2018 80391 195 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019

File Name Pg. Special Provision Title Effective Revised 80463 196 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025 80482 197 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 199 Surveying Services April 1, 2025 80481 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025 80484 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 Traffic Signal Backplate Aug. 1, 2025 20338 200 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022

* 80439 203 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2026 80458 Waterproofing Membrane System Aug. 1, 2024 80302 204 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 205 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80485 208 Work Zone Width Restriction July 1, 2026 80071 209 Working Days Jan. 1, 2002

Village of Chicago Ridge 103rd Street (FAU 1196) Section No. 21-00095-00-PV

Cook County

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2022 (hereinafter referred to as the "Standard Specifications"); the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" and the “Manual of Test Procedure of Materials” in effect on the date of invitation for bids; and the "Supplemental Specifications and Recurring Special Provisions", adopted January 1, 2026, indicated on the Check Sheet included herein which apply to and govern the construction of: 103rd Street (FAU 1196), Section No. 21-00095-00-PV, Job No.

HA0X-(824) , Contract No. 61M69, in the Village of Chicago Ridge, Cook County, Illinois.

These Special Provisions included herein apply to and govern the proposed improvement designated and in case of conflict with any part or parts of said specifications, said Special Provisions shall take precedent and shall govern.

LOCATION OF PROJECT

This improvement is located along 103rd Street (FAU 1196) from Southwest Highway (FAU 3578) to Ridgeland Avenue (FAU 2781). The net and gross length is 1,942.11 feet (0.37 miles).

The project is located within the Village of Chicago Ridge, Cook County, Illinois.

PROJECT DESCRIPTION

The work consists of curb and gutter removal and replacement, hot-mix asphalt surface removal, P.C.C. sidewalk removal and replacement, driveway removal and replacement, hot-mix asphalt surface course, hot-mix asphalt binder course, pavement striping, pedestrian signal improvements, landscaping restoration, and all collateral work necessary to complete the project as shown on the plans and as described herein.

PERMITS

The proposed improvements include removal and replacement of detector loops connecting to the intersection of 103rd Street and Ridgeland Avenue, which is Cook County right-of-way. The Contractor will be required to secure a Highway Permit Bond with Cook County for all traffic signal work impacting Cook County right-of-way. The Highway Permit Bond shall be in the amount of $20,000.00. The cost of this shall be included in the cost of the contract.

Section No. 21-00095-00-PV

MAINTENANCE OF ROADWAYS (D1)

Effective: September 30, 1985 Revised: November 1, 1996

Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer.

If items of work have not been provided in the contract, or otherwise specified for payment, such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications.

Section No. 21-00095-00-PV

STATUS OF UTILITIES (D-1)

Effective: June 1, 2016 Revised: April 1, 2025

Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution.

UTILITIES TO BE ADJUSTED

Conflicts noted below have been identified by following the suggested staging plan included in the contract. The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate, or complete new installations as noted below; this work has been deemed necessary to be complete for the Department’s contractor to then work in the stage under which the item has been listed.

No conflicts to be resolved

The following contact information is what was used during the preparation of the plans as provided by the Agency/Company responsible for resolution of the conflict.

Agency/Company Responsible to Resolve Conflict

Name of contact

Phone E-mail address

AT&T Jamel McGinnis

- g05256@att.com

Cogent Jason Jarvis

219-491-5880 jjarvis@cogentco.com

Comcast Martha Gieras

224-229-5862 martha_gieras@cable.comcast.com

ComEd Lisa Argast

630-576-7094 PlanSubmittalsandMapRequests@exelonc orp.com

Crown Castle Fiber- Dig- Team

800-654-3110 FIBER.DIG@CROWNCASTLE.COM

Nicor Gas Sakibul Forah

630-388-2903 gasmaps@southernco.com

Section No. 21-00095-00-PV

Village of Oak Lawn

William Meyer

708-499-7749 WMEYER@OAKLAWN-IL.GOV

Village of Worth Mike Spolar

708-311-6700 mspolar@reltd.com

Section No. 21-00095-00-PV

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances, the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owner’s part can be secured.

Stage 1

STAGE /

LOCATION TYPE DESCRIPTION OWNER

Sta. 50+21.45 Offset 55.63’ LT

Underground Cable

Contractor to locate and protect Comcast utilities while excavating and installing traffic signal posts.

Comcast

Sta. 51+20.53 Offset 34.76’ LT

Underground Cable

Contractor to locate and protect Comcast utilities while excavating

Sta. 51+55.86 Offset 50.33’ LT

Underground Cable

Contractor to locate and protect Comcast utilities while excavating

No facilities requiring extra consideration (or listed as noted above)

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company Responsible to Resolve Conflict

Name of contact

Phone E-mail address

AT&T Jamel McGinnis

- g05256@att.com

Cogent Jason Jarvis 219-491-5880 jjarvis@cogentco.com Comcast Martha

Gieras 224-229-5862 martha_gieras@cable.comcast.com

Section No. 21-00095-00-PV

ComEd Lisa Argast 630-576-7094 PlanSubmittalsandMapRequests@ex eloncorp.com

Crown Castle Fiber-Dig- Team

800-654-3110 FIBER.DIG@CROWNCASTLE.COM

Nicor Gas Sakibul Forah 630-388-2903 gasmaps@southernco.com Village of Oak Lawn

William Meyer

708-499-7749 WMEYER@OAKLAWN-IL.GOV

Village of Worth Mike Spolar 708-311-6700 mspolar@reltd.com

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor, and the utility companies when necessary.

The contractor is responsible for contacting JULIE (or DIGGER within the City of Chicago) prior to any excavation work. Please note that IDOT electrical facilities are not part of the one-call locating services, such as JULIE or DIGGER.

If the contract requires the services of an electrical contractor, it is the contractor’s responsibility, at their own expense, to locate existing IDOT electrical facilities before commencing work. For contracts that do not require an electrical contractor, the contractor may request one free locate of IDOT electrical facilities by contacting the Department’s Electrical Maintenance Contractor. Additional locate requests will be at the contractor’s expense.

The Department’s Electrical Maintenance Contractor must be notified at least 72 hours in advance of the work by calling 773-287-7600 or emailing dispatch@meade100.com to arrange for the locating of underground electrical facilities.

Please note, the marking of underground facilities does not absolve the contractor of their responsibility to repair or replace any fac ilities damaged during construction at their expense.

Section No. 21-00095-00-PV

PUBLIC CONVENIENCE AND SAFETY (D1)

Effective: May 1, 2012 Revised: July 15, 2012

Add the following to the end of the fourth paragraph of Article 107.09:

“If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.”

Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09:

“The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After”

Delete the fifth paragraph of Article 107.09 of the Standard Specifications:

“On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical.”

Section No. 21-00095-00-PV

RESTRICTED START DATE

The Village has planned for early spring 2027 construction of a utility project which limits shall include Nashville Avenue and Barnard Drive at their intersection with 103rd Street. This work shall generally consist of water main replacement and pavement resurfacing.

The Contractor shall coordinate their schedule for the 103rd Street Resurfacing Project with the awarded contractor for the Nashville Avenue and Barnard Drive Water Main Replacement Project. No work may begin on 103rd Street before the anticipated utility project completion date of May 1st 2027, unless authorized by the Village.

Section No. 21-00095-00-PV

TRAFFIC CONTROL PLAN

Traffic Control shall be in accordance with the applicable sections of the Standard Specifications, the “Illinois Manual on Uniform Traffic Control Devices for Streets and Highways”, any special details and Highways Standards contained in the plans, and the Special Provisions contained herein.

Special attention is called to Article 107.09 of the Standard Specification and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control.

The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work.

STANDARDS:701006-05, 701101-05, 701301-04, 701311-03, 701427-08, 701501-06,

701701-10, 701801-06, 701901-11.

DETAILS: Traffic Control and Protection for Side Roads, Intersections and Driveways (TC-10), District One Typical Pavement Markings (TC-13), Short Term Pavement Marking Letters and Symbols (TC-16), Arterial Road Information Sign (TC-22), and Driveway Entrance Signing (TC-26) .

SPECIAL PROVISIONS: Maintenance of Roadways (D-1) Public Convenience and Safety (D-1) Temporary Information Signing (D-1) Vehicle and Equipment Warning Light (BDE) Work Zone Traffic Control Devices (BDE) Pavement and Shoulder Resurfacing (Rec. Sp. CS#13) Short Term and Temporary Pavement Markings (BDE) Work Zone Width Restrictions (BDE)

Fresh oil signs (W21-2(0)) shall be posted at both ends of the roadway and all side streets as directed by the Engineer. This work shall be included in the cost of the appropriate Traffic Control and Protection pay items.

Section No. 21-00095-00-PV

PROTECTION OF EXISTING TREES

The Contractor shall be responsible for taking measures to minimize damage to the tree limbs, tree trunks, and tree roots at each work site. All such measures shall be included in the contract price for other work except that payment will be made for TEMPORARY FENCE, TREE TRUNK PROTECTION, TREE ROOT PRUNING, and TREE PRUNING.

The Contractor shall coordinate with the village forester/arborist or IDOT Roadside Development Unit (847.705.4171) prior to the start of construction to do a walk through and determine which trees or shrubs are to be protected, method of protection, and determine type of work to minimize damage to the tree.

All work, materials and equipment shall conform to Section 201 and 1081 of the Standard Specifications except as modified herein.

A. Earth Saw Cut of Tree Roots (Root Pruning):

1. Whenever proposed excavation falls within a drip-line of a tree, the Contractor shall:

a. Root prune 6-inches behind and parallel to the proposed edge of trench a neat, clean vertical cut to a minimum depth directed by the Engineer through all affected tree roots.

b. Root prune to a maximum width of 4-inches using a reciprocating saw blade for cutting tree roots or similar cutting machine. Trenching machines will not be permitted.

c. Exercise care not to cut any existing utilities.

d. If during construction it becomes necessary to expose tree roots which have not been precut, the Engineer shall be notified and the Contractor shall provide a clean, vertical cut at the proper root location, nearer the tree trunk, as necessary, by means of hand-digging and trimming with chain saw or hand saw. Ripping, shredding, shearing, chopping, or tearing will not be permitted.

e. Top Pruning: When thirty percent (30%) or more of the root zone is pruned, an equivalent amount of the top vegetative growth or the plant material shall be pruned off within one (1) week following root pruning.

2. Whenever curb and gutter is removed for replacement, or excavation for removal of or construction of a structure is within the drip line/root zone of a tree, the Contractor shall:

a. Root prune 6-inches behind the curbing so as to neatly cut the tree roots.

Section No. 21-00095-00-PV

b. Depth of cut shall be 12 inches for curb removal and replacement and 24 inches for structural work. Any roots encountered at a greater depth shall be neatly saw cut at no additional cost.

c. Locations where earth saw cutting of tree roots is required will be marked in the field by the Engineer.

3. All root pruning work is to be performed through the services of a licensed arborist to be approved by the Engineer.

Root pruning will be paid for at the contract unit price each for TREE ROOT PRUNING, which price shall be payment for all labor, materials, and equipment.

Tree limb pruning will be paid for at the contract unit price per each for TREE PRUNING (1 TO 10 INCH DIAMETER) and/or TREE PRUNING (OVER 10 INCH DIAMETER), which price shall include labor, materials, and equipment.

B. Temporary Fence:

1. The Contractor shall erect a temporary fence around all trees within the construction area to establish a “tree protection zone” before any work begins or any material is delivered to the jobsite. No work is to be performed (other than root pruning), materials stored, or vehicles driven or parked within the “tree protection zone”.

2. The exact location and establishment of the “tree protection zone” fence shall be approved by the Engineer prior to setting the fence.

3. The fence shall be erected on three sides of the tree at the drip-line of the tree or as determined by the Engineer.

4. All work within the “tree protection zone” shall have the Engineer’s prior approval. All slopes and other areas not regarded should be avoided so that unnecessary damage is not done to the existing turf, tree root system ground cover.

5. The grade within the “tree protection zone” shall not be changed unless approved by the Engineer prior to making said changes or performing the work.

The fence shall be similar to wood lath snow fence (48 inches high), plastic poly-type or and other type of highly visible barrier approved by the Engineer. This fence shall be properly maintained and shall remain up until final restoration unless the Engineer directs removal otherwise. Tree fence shall be supported using T-Post style fence posts. Utilizing re-bar as a fence post will not be permitted.

Section No. 21-00095-00-PV

Temporary fence will be paid for at the contract unit price per foot for TEMPORARY FENCE, which price shall include furnishing, installing, maintaining, and removing.

C. Tree Trunk Protection:

1. The Contractor shall erect trunk protection around all trees within the construction area to prevent damage to the trunk of the tree when temporary fence is not an option before any work begins or any material is delivered to the jobsite. No work is to be performed (other than root pruning), materials stored, or vehicles driven or parked within the “tree protection zone”.

2. The 2 inch x 8 inch x 8 foot boards shall be banded continuously around the trunk of each tree to prevent scarring of the trees shown on the plans or designated by the Engineer.

3. Multi-stem trees, saplings, and shrubs to be protected within the area of construction, temporary fence may be used for trunk protection.

Tree trunk protection will be paid for at the contract unit price per each for TREE TRUNK PROTECTION), which price shall include materials, installation, and removal.

D. Tree Limb Pruning:

1. The Contractor shall inspect the work site in advance and arrange with the Roadside Development Unit (847.705.4171) and/or village forester or arborist to have any tree limbs pruned that might be damaged by equipment operations at least one week prior to the start of construction. Any tree limbs that are broken by construction equipment after the initial pruning must be pruned correctly within 72 hours.

2. Top Pruning: When thirty percent (30%) or more of the root zone of a tree is pruned, an equivalent amount of the top vegetative growth or the plant material shall be pruned off within one (1) week following root pruning.

Tree limb pruning will be paid for at the contract unit price per each for TREE PRUNING (1 TO 10 INCH DIAMETER) and/or TREE PRUNING (OVER 10 INCH DIAMETER), which price shall include labor, materials, and equipment.

E. Removal of Driveway Pavement and Sidewalk:

1. In order to minimize the potential damage to the tree root system(s), the Contractor will not be allowed to operate any construction equipment or machinery within the “tree protection zone” located between the curb or edge of pavement and the right-of-way property line.

2. Sidewalk to be removed in the areas adjacent to the “tree protection zones” shall be removed with equipment operated from the street pavement. Removal shall

Section No. 21-00095-00-PV be done by excavation equipment, or by hand, or a combination of these methods. The method of removal shall be approved by the Engineer prior to commencing any work.

3. Any pavement or pavement related work that is removed shall be immediately disposed of from the area and shall not be stockpiled or stored within the parkway area under any circumstances.

F. Backfilling:

1. Prior to placing the topsoil and/or sod, in areas outside the protection zone, the existing ground shall be disked to a depth no greater than one (1”), unless otherwise directed by the Engineer. No grading will be allowed within the drip-line of any tree unless directed by the Engineer.

G. Damages:

1. In the event that a tree not scheduled for removal is injured such that potential irreparable damage may ensure, as determined by the Roadside Development Unit, the Contractor shall be required to remove the damage tree and replace it on a three to one (3:1) basis, at his own expense. The Roadside Development Unit will select replacement trees from the pay items already established in the contract.

2. The Contractor shall place extreme importance upon the protection and care of trees and shrubs which are to remain during all times of this improvement. It is of paramount importance that the trees and shrubs which are to remain are adequately protected by the Contractor and made safe from harm and potential damage from the operations and construction of this improvement. If the Contractor is found to be in violation of storage or operations within the “tree protection zone” or construction activities not approved by the Engineer, a penalty shall be levied against the Contractor with the monies being deducted from the contract. The amount of the penalty shall be two hundred fifty dollars ($250.00) per occurrence per day.

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TRENCH BACKFILL

Description. The provisions of Section 208 of the "Standard Specifications for Road and Bridge Construction" shall be modified such that the material used for trench backfill shall be CA-6 coarse aggregate. The trench backfill shall be compacted only by Method 1, as defined in Article 550.07 of the Standard Specifications, which states the material shall be deposited in uniform lifts not exceeding 12 inches (300 mm) in depth (loose measure), and each lift shall be compacted by ramming or tamping with tools approved by the ENGINEER. Jetting of the trench will also be an acceptable method of compaction.

Method of Measurement and Basis of Payment. This work will be paid for at the contract unit price per CUBIC YARD for TRENCH BACKFILL which price shall include all material, equipment, and labor necessary to place and compact the trench backfill as specified. The quantity of trench backfill for payment shall be determined by using the method of measurement defined in Article 208.03 (b) of the Standard Specifications.

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SUPPLEMENTAL WATERING

Description. This work shall consist of applying additional water to newly sodded areas as directed by the ENGINEER in accordance with Section 252 of the Standard Specification.

Water shall be applied at a rate of 15 L/sq m (3 gal/sq yd) or as directed by the ENGINEER.

The CONTRACTOR shall provide the meter readings of the usage of water on a daily basis to the ENGINEER.

Method of Measurement and Basis of Payment. This work shall be measured and paid for at the contract unit price per UNIT for SUPPLEMENTAL WATERING. Each UNIT shall consist of 1000 gallons of water per Section 252 of the Standard Specifications.

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DETECTABLE WARNINGS

Description. This work shall consist of installing detectable warnings at locations shown on the plans or as directed by the Engineer. The Contractor shall install the Engineered Polymer Composite Replaceable Cast in Place Detectable Warning Plates manufactured by Access Tile (Phone: 888-679-4022), ADA Solutions (Phone: 800-372-0519) or Detectile Corporation (Phone: 630-734-0277). The detectable warning shall be installed in accordance with the manufacturer’s recommendations and as shown on the plans and details or as required by the Engineer. Color and model of the detectable warning shall be approved by the VILLAGE prior to installation. Once this detectable warning has been approved, only this brand can be used.

Articles 424.08 – 424.12 of the Standard Specifications shall be replaced with the following:

424.08 Curb Ramps. Curb ramps shall be constructed according to the Americans with Disabilities Act Accessibility Guidelines (ADAAG), the Illinois Accessibility Code, the latest Public Right-Of-Way Accessibility Guidelines (PROWAG) requirements, and as shown on the plans. Curb ramps shall be constructed to the same thickness as the adjacent sidewalk with a minimum thickness of 100 mm (5 in.).

424.09 Detectable Warnings. The detectable warning shall be installed during the construction of the PCC sidewalk. The top of the plate shall be flush with the surface of the sidewalk. All PCC sidewalk and aggregate subbase installed below the detectable warning shall be considered incidental to the DETECTABLE WARNING. The detectable warning shall be installed according to the manufacturer’s specifications.

The detectable warnings shall be installed at curb ramps, medians and pedestrian refuge islands, at-grade railroad crossings, transit platform edges, and other locations where pedestrians are required to cross a hazardous vehicular way. Detectable warnings shall also be installed at alleys and commercial entrances when permanent traffic control devices are present. The installation shall be an integral part of the walking surface and only the actual domes shall project above the walking surface. The product or method used for installing detectable warnings shall come with the following documents which shall be given to the Engineer prior to use.

(a) Manufacturer’s certification stating the product is fully compliant with PROWAG.

(b) Manufacturer’s five year warranty.

(c) Manufacturer’s specifications stating the required materials, equipment, and installation procedures. Products that are colored shall be colored their entire thickness. The materials, equipment, and installation procedures used shall be according to the manufacturer’s specifications.

424.10 Backfill. After the concrete has been cured, the spaces along the edges of the sidewalk and ramps shall be backfilled with approved material. The material shall be compacted until firm and the surface neatly graded.

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424.11 Disposal of Surplus Material. Surplus or waste material shall be disposed of according to Article 202.03.

424.13 Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per square foot for DETECTABLE WARNINGS which price shall include all materials, labor, and equipment necessary to perform the work as shown in the construction detail and specified herein.

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PAVEMENT REMOVAL

Description. This work shall consist of the removal and satisfactory disposal of the existing pavement including all pavement structure and existing granular subbase. This work shall be in conformance with applicable provisions of Section 440 of the STANDARD SPECIFICATIONS and as specified herein.

Method of Measurement and Basis of Payment. This Work will be measured and paid at the contract unit price per square yard for PAVEMENT REMOVAL.

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HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4”

Description. This work shall be constructed in accordance with Section 440 of the Standard Specifications. This work shall be done by a machine capable of cold milling minimum 6 feet wide in one pass. A machine that can mill a full lane width would be preferred, but not required.

This work shall include saw cutting and butt joints at all limits of paving where abutting existing pavement.

The existing hot-mix asphalt surface shall be removed to the specified depth. The grindings shall be removed from site and the surface mechanically broomed until the surface is completely free of any loose material and debris. The Contractor shall commence HMA binder paving within three days of HMA Surface removal. If not, on the third night following the start of pavement removal, a $5,000 per night penalty per street will be deducted from monies due to the Contractor. A time extension may be granted by the Engineer for unforeseen weather conditions that occur prior to the start of penalties.

No additional compensation shall be considered for petromat (fabric) encountered during grinding operations. Removal of petromat shall be considered included in the cost of this item.

Basis of Payment. This work shall be paid for at the contract unit price per square yard of HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4”, which shall include saw cutting and all labor and equipment necessary to complete the above work.

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CATCH BASINS, TYPE SPECIFIED, TYPE 1 FRAME, OPEN LID

Description. This work shall consist of constructing catch basins with type 1 frames and open lids in accordance with Sections 602 and 604 of the STANDARD SPECIFICATIONS, the details on the plans and as specified herein.

Construction Requirements. Catch basins shall be precast reinforced concrete in accordance with Article 602.07 of the STANDARD SPECIFICATIONS.

The Contractor is responsible for tying in all existing storm sewers to the proposed structure.

Up to 5 feet of new sewer (if required) for each existing sewer tying into the proposed structure shall be considered included in this pay item. Connections to existing storm sewers should be made using Band Seal or Fernco couplings with non-shear stainless steel bands. The Contractor shall be responsible for verifying the size, inverts, and locations of the existing sewers to be connected to the proposed structure. Any existing storm sewers that are damaged during construction shall be replaced in kind by the Contractor at no cost to the Village.

Removal of the existing storm sewers shall be considered included in this item.

Excavated areas around catch basins shall be backfilled with CA-7. Any pavement removed during the installation of the catch basin shall be replaced with a 6” (minimum) PCC patch.

Patch shall extend from the bottom lowest ring to the top of the ground surface. The patch shall be considered included in this item.

Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per each for CATCH BASINS, type specified, TYPE 1 FRAME, OPEN LID, which price shall include all labor, material, and equipment required to construct the item as specified herein.

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REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (project specific)

Description. This work shall consist of the removal and disposal of regulated substances according to Section 669 of the Standard Specifications as revised below.

Contract Specific Sites. The excavated soil and groundwater within the areas listed below shall be managed as either “uncontaminated soil”, hazardous waste, special waste or non-special waste. For stationing, the lateral distance is measured from centerline and the farthest distance is the offset distance or construction limit, whichever is less.

Soil Disposal Analysis. When the waste material requires sampling for landfill disposal acceptance, the Contractor shall secure a written list of the specific analytical parameters and analytical methods required by the landfill The Contractor shall collect and analyze the required number of samples for the parameters required by the landfill using the appropriate analytical procedures. A copy of the required parameters and analytical methods (from landfill email or on landfill letterhead) shall be provided as Attachment 4A of the BDE 2733 (Regulated Substances Final Construction Report). The price shall include all sampling materials and effort necessary for collection and management of the samples, including transportation of samples from the job site to the laboratory. The Contractor shall be responsible for determining the specific disposal facilities to be utilized; and collect and analyze any samples required for disposal facility acceptance using a NELAP certified analytical laboratory registered with the State of Illinois.

Intersection of Southwest Highway and 103rd Street, Chicago Ridge, Cook County

• All excavation planned at the southeast quadrant at the intersection of Southwest Highway and 103rd Street. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Potential contaminants of concern sampling parameters: VOCs, SVOCs and Metals.

• All excavation planned at the northeast quadrant at the intersection of Southwest Highway and 103rd Street. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Potential contaminants of concern sampling parameters: VOCs, SVOCs and Metals.

Work Zones Three distinct OSHA HAZWOPER work zones (exclusion, decontamination, and support) shall apply to projects adjacent to or within sites with documented leaking underground storage tank (LUST) incidents, or sites under management in accordance with the requirements of the Site Remediation Program (SRP), Resource Conservation and Recovery Act (RCRA), or Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), or as deemed necessary. For this project, the work zones apply for the following ISGS PESA Sites:

None

Section No. 21-00095-00-PV

TRAFFIC SIGNAL GENERAL REQUIREMENTS

Effective: May 22, 2002 Revised: April 1, 2026

800.01TS

These Traffic Signal Special Provisions and the "District One Standard Traffic Signal Design Details” supplement the requirements of the State of Illinois “Standard Specifications for Road and Bridge Construction.” The intent of these Special Provisions is to prescribe the materials and construction methods commonly used for traffic signal installations.

All material furnished shall be new unless otherwise noted herein. Traffic signal construction and maintenance work shall be performed by personnel holding current International Municipal Signal Association (IMSA)/Illinois Public Service Institute (IPSI) Traffic Signal Technician Level II certification. A copy of the certification shall be immediately available upon request of the Engineer. The work to be done under the Contract consists of furnishing, installing, and maintaining all traffic signal work and items as specified in the plans and as specified herein in a manner acceptable and approved by the Engineer.

Definitions of Terms.

Add the following to Section 101 of the Standard Specifications:

101.56 Manufacturer. Company that sells a particular type of product directly to the Contractor or the Vendor.

101.57 Vendor. Company that supplies, represents, and provides technical support for IDOT District One approved traffic signal controllers and other related equipment. The Vendor shall be located within IDOT District One and shall:

(1) Be full service with on-site facilities to assemble, test and troubleshoot traffic signal controllers and cabinet assemblies.

(2) Maintain an inventory of IDOT District One approved controllers and cabinets.

(3) Be staffed with permanent sales and technical personnel able to provide traffic signal controller and cabinet expertise and support.

(4) Have technical staff that hold current IMSA/IPSI Traffic Signal Technician

Level III certification and shall attend traffic signal turn-ons as well as cabinet and/or controller modifications.

Submittals.

Revise Article 801.05 of the Standard Specifications to read:

Section No. 21-00095-00-PV

“All material approval requests shall be submitted electronically following District guidelines unless directed otherwise by the Engineer. Submittal requirements shall include, but not limited to the following:

(1) All material approval requests shall be made prior to or no later than the date of the preconstruction meeting. A list of major traffic signal items can be found in Article

801.05. Material or equipment which is similar or identical shall be the product of the same manufacturer, unless necessary for system continuity. Traffic signal materials and equipment shall bear the U.L. label whenever such labeling is available.

(2) Product data and shop drawings shall be assembled by pay item. Only the top sheet of each pay item submittal will be stamped by the Department with the review status, except shop drawings for mast arm pole assemblies and the like will be stamped with the review status on each sheet.

(3) Original manufacturer published product data and shop drawing sheets with legible dimensions and details shall be submitted for review.

(4) When hard copy submittals are necessary, four (4) complete copies of the manufacturer’s descriptive literatures and technical data for the traffic signal materials shall be submitted. For hard copy or electronic submittals, the descriptive literature and technical data shall be adequate for determining whether the materials meet the requirements of the plans and specifications. If the literature contains more than one item, the Contractor shall indicate which item or items will be furnished.

(5) When hard copy submittals are necessary for structural elements, four (4) complete copies of the shop drawings for the mast arm assemblies and poles, and the combination mast arm assemblies and poles showing, in detail, the fabrication thereof and the certified mill analyses of the materials used in the fabrication, anchor rods, and reinforcing materials shall be submitted.

(6) Partial or incomplete submittals will be returned without review.

(7) Certain non-standard mast arm poles and special structural…