ildot 97898-127.pdf

Letting November 6, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 97898 ST. CLAIR County Section 19-00009-00-PW (Smithton) Route FAP 600 (Il 159) Project 5GZ6-043 () District 8 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. 97898 ST. CLAIR County Section 19-00009-00-PW (Smithton) Project 5GZ6-043 () Route FAP 600 (Il 159) District 8 Construction Funds

Construction of bi-directional turn lane with HMA resurfacing and widening on IL 159 (Main St.) from Barker St. to Stonefield Dr. in the village of Smithton. Work includes storm sewers, curb & gutter, ADA ramps, PCC shared-use path 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 97898

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

Project No. 5GZ6(043) Sections 19-00009-00-PW and 23-00009-01-PW

St. Clair County IL 159 Turn Lanes

SPECIAL PROVISIONS

Village of Smithton, Illinois

INDEX TO SPECIAL PROVISIONS

PAGE

DESCRIPTION OF WORK

LOCATION OF WORK

NOTIFICATION REQUIREMENTS

SAFETY AND PROTECTION

STATUS OF UTILITIES TO BE ADJUSTED

KEEPING THE STREETS OPEN TO TRAFFIC

TRAFFIC CONTROL PLAN

SAWCUTS

SEEDING

PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT

PORTLAND CEMENT CONCRETE SIDEWALK

LOCATING UNDERGROUND UTILITIES

HOT-MIX ASPHALT SURFACE REMOVAL (VARIABLE DEPTH)

INLETS, SPECIAL

BOLLARDS

COMPLETION DATE VIA CALENDAR DAYS

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES

LR 107-4 INSURANCE

Sections 19-00009-00-PW and 23-00009-01-PW

St. Clair County

LR 1030-2 LOCAL QUALITY ASSURANCE/ QUALITY MANAGEMENT QC/QA

SUBMITTAL OF EE/LABOR DOCUMENTATION

IDOT TRAINING PROGRAM GRADUATE ON-THE-JOB TRAINING

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 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 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 18 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 35 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 39 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 41 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026

* 80486 Engineer’s Field Office Nov. 1, 2026 80467 45 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 48 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 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 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 52 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025 80441 53 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 59 Raised Reflective Pavement Markers Nov. 1, 2025 80455 60 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025 80445 62 Seeding Nov. 1, 2022 July 1, 2026

* 80457 68 Short Term and Temporary Pavement Markings April 1, 2024 Nov. 1, 2026 80462 72 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 74 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 76 Subcontractor and DBE Payment Reporting April 2, 2018 80391 77 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019

File Name Pg. Special Provision Title Effective Revised 80463 78 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025 80482 79 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 81 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 82 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022

* 80439 85 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2026 80458 Waterproofing Membrane System Aug. 1, 2024 80302 86 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 87 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80485 90 Work Zone Width Restriction July 1, 2026 80071 Working Days Jan. 1, 2002

Section 19-00009-00-PW and 23-00009-01-PW

St. Clair County

SPECIAL PROVISIONS

Village of Smithton, ILLINOIS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2022 by the Department of Transportation, of the State of Illinois, and the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways" and the “Manual of Test Procedures of Materials” in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included herein which apply to and govern the construction of the IL 159 Turn Lanes, Sections 19-00009-00-PW and 23-00009-01-PW, in Village of Smithton, St. Clair County, Illinois, and in case of conflict with any part, or parts, of said specifications, the said Special Provisions shall take precedence and shall govern.

DESCRIPTION OF WORK: This project consists of HMA base course widening, HMA milling and resurfacing, full depth HMA pavement, storm sewer, combination concrete curb and gutter, ADA compliant curb ramps, PCC shared used-use path, driveway pavement, ditch grading and other incidental work required to complete the plans as proposed in the Village of Smithton, Illinois.

LOCATION OF WORK: The work shall start at the intersection of Brevo Streett and IL 159 (Main Street) and end at the intersection of Stonefield Drive and IL 159 (Main Street). The project length is 2,435 feet (0.461 miles).

NOTIFICATION REQUIREMENTS: The Contractor shall be responsible for notifying residents and businesses about driveway closures. All residents and businesses affected by the driveway closures shall be notified 48 hours in advance of such operation. The Contractor shall leave written notification in an obvious place at all affected residences or businesses.

This work will not be paid for separately but shall be considered as included in the cost of TRAFFIC CONTROL AND PROTECTION, STANDARD 701326 and TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 and no additional compensation will be allowed.

SAFETY AND PROTECTION: In addition to the requirements of the Standard Specifications for Road and Bridge Construction articles 107.09 and 107.28, the following shall apply. In case of conflict therein, the more stringent requirement shall apply.

The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to:

St. Clair County

• All employees on the Work and other persons and organizations who may be affected thereby;

• All the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and

• Other property at the site adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction.

The Contractor shall comply with all applicable Laws and Regulation of any public body having jurisdiction for the safety of persons and property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The Contractor shall notify owners of adjacent property and of underground facilities and utility owners when prosecution of the work may affect them and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or in part, by the Contractor, any subcontractor, supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyone for whose acts either of them may be liable, shall be remedied by the Contractor (except damage or loss attributable to the fault of drawings or specifications or to the acts or omissions of the Engineer, Village or anyone employed therein or anyone for whose acts either of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of The Contractor). The Contractor's duties and responsibilities for the safety and protection of the work shall continue until such time as all the Work is completed and the Engineer has issued a notice to the Contractor that the work is acceptable (accept as otherwise expressly provided in connection with Substantial Completion).

The Contractor shall designate a responsible representative at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent, unless otherwise designated in writing by the Contractor to the Village.

In emergencies affecting the safety or protection of persons or the work or property at the site or adjacent thereto, the Contractor, without special instructions or authorization from the Village, is obligated to act to prevent threatened damage, injury or loss. The Contractor shall give the Village prompt, written notice if the Contractor believes that any significant changes in the work or variations from the contract documents have been caused thereby.

If the Village determines that a change in the contract documents is required because of the action taken in response to an emergency, a work directive change or change order will be issued to document the consequences of the changes or variations.

No separate payment will be made for safety and protection. Work, materials, and labor for this work shall be considered included in the cost of the contract.

St. Clair County

STATUS OF UTILITIES TO BE ADJUSTED

Estimated Date Name and Address of Utility Type Location Relocation Completed AT&T Telephone Various TBD Attn: Stephen Willis 618-407-5814

Ameren Illinois (South) Gas N/A N/A Attn: Nathan Hill 618-301-5327

Ameren Illinois (South) Electric Various Before Attn: Nathan Hill Power Poles Construction 618-301-5327

Village of Smithton Water/Sewer N/A N/A Attn: Dean Klein 101 S Main St

The above represents the best information of the Village and is only included for the convenience of the bidder. The applicable provision of Articles 102 and 105.07 of the Standard Specifications for Road and Bridge Construction and the special provision for “Cooperation with Utilities” shall apply.

If any utility adjustment or removal has not been completed when required by the Contractor’s operations, the Contractor should notify the Engineer in writing. Requests for an extension of time will be considered to the extent the Contractor’s operations were affected.

KEEPING THE STREETS OPEN TO TRAFFIC: The Contractor for this improvement is advised that they will be required to conduct and coordinate the construction activities required for this improvement in such a manner to cause the least interference to the motoring public, pedestrian traffic, operating businesses, and to general public access and usage of the areas under construction. Access to private and public properties, including buildings, will be maintained at all times during construction in a manner meeting the approval of the Engineer and as provided for on the plans. The construction zone shall remain accessible to emergency vehicles, local traffic and private properties at all times.

Advance warning signs shall be installed on approach of all streets within the limits of this project. These signs shall be installed prior to performing work on this project and shall remain in place for the duration of this contract unless otherwise directed by the Engineer.

The cost for the advance warning signs will not be paid for separately but considered included in the TRAFFIC CONTROL AND PROTECTION, STANDARD 701326 and TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 pay items.

St. Clair County

The Contractor shall take into account the requirements for maintaining traffic as herein specified in submitting the contract unit prices for the various items of work, as no additional compensation will be allowed for any cost or delays that result from compliance with this provision.

TRAFFIC CONTROL PLAN: Traffic control shall be in accordance with the applicable sections of the “Standard Specifications for Road and Bridge Construction”, the applicable guidelines contained in the “National Manual on Uniform Traffic Control Devices for Streets and Highways”, Illinois Supplement to the National Manual of Uniform Traffic Control Devices, these Special Provisions, and the Traffic Control Plan details and Highway Standards contained herein and in the plans.

Special attention is called to Articles 107.09 and 107.14 of the “Standard Specifications for Road and Bridge Construction and the following Highway Standards relating to traffic control:

701006 701311 701326 701501 701801 701901

In addition, the following Special Provision(s) will also govern traffic control for this project:

VEHICLE AND EQUIPMENT WARNING LIGHTS

WORK ZONE TRAFFIC CONTROL DEVICES

SAWCUTS: This work shall consist of saw cutting existing concrete and asphalt pavement, concrete curb and gutter, driveway pavement and sidewalk as shown on the Plans and as directed by the Engineer.

All saw cuts shall be full depth sawing of the existing thickness to be removed, unless otherwise directed by the Engineer. Care shall be taken to prevent spalling damage to the pavement, curb or sidewalk that is to remain in place and if any damage occurs the contractor shall replace items to remain in place with no additional compensation.

This work will not be paid for separately but shall be considered included in the contract unit price for the items to be removed.

SEEDING: This work shall consist of preparing the seed bed, and furnishing, transporting and placing the seed required to restore all disturbed earth surfaces according to Sections 250 and 251 of the “Standard Specifications for Road and Bridge Construction”.

Prior to seeding, the top 6” of fill shall be free from ALL rocks, roots and other foreign debris. The site shall be inspected by the Engineer prior to seeding to verify that the backfill is in compliance with the above.

All areas disturbed due to construction shall be seeded, fertilized and mulched. All mulch shall be applied using Method 2 and securely stabilized. The Contractor shall guarantee a minimum of 90 percent uniform growth over the entire seeded area(s). Area sustaining less

St. Clair County than 90 percent uniform growth shall be interseeded or reseeded, as determined by the Engineer, at no additional cost.

This work will be measured and paid for according to Section 250 of the Standard Specifications for SEEDING, of type specified.

PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT: This work shall be in accordance with Section 423 of the Standard Specifications, the plans, and as modified by this Special Provision. Fill may be required to bring the driveway to the proper elevation.

When the Engineer determines that acceptable earth embankment is not available or acceptable compactive efforts cannot be made, due to restrictive space, to earthen subgrade the fill shall be CA-6 aggregate and shall be compacted to the satisfaction of the Engineer.

In the event that there are any uncontrolled cracks occurring in the driveway pavement while construction operations are on-going, the Contractor shall remove and replace the portion of the driveway pavement to the nearest sawed joint either side of the crack for uncontrolled transverse cracks at no additional cost to the Contract.

All labor, equipment, and materials required to complete this work including the saw cuts and any necessary CA-6 aggregate shall be included in the cost of PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, of thickness specified.

This work shall be measured and paid for according to Section 423 of the Standard Specifications for PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, of thickness specified.

PORTLAND CEMENT CONCRETE SIDEWALK: This work shall be in accordance with Section 424 of the Standard Specifications, the plans, and as modified by this Special Provision. Fill may be required to bring sidewalk to the proper elevation. When the Engineer determines that acceptable earth embankment is not available or acceptable compactive efforts cannot be made, due to restrictive space, to earthen subgrade the fill shall be CA-6 aggregate and shall be compacted to the satisfaction of the Engineer.

In the event that there are any uncontrolled cracks occurring in the sidewalk while construction operations are on-going, the Contractor shall remove and replace the full width of the sidewalk to the nearest troweled joints either side of the crack for uncontrolled transverse cracks at no additional cost to the Contract.

All labor, equipment, and materials required to complete this work including the saw cuts and any necessary CA-6 aggregate shall be included in the cost for PORTLAND CEMENT CONCRETE SIDEWALK, of thickness specified.

This work shall be measured and paid for according to Section 424 of the Standard Specifications for PORTLAND CEMENT CONCRETE SIDEWALK, of thickness specified.

St. Clair County

LOCATING UNDERGROUND UTILITIES: This work shall consist of the Contractor providing potholes to determine the exact location of all underground utilities (electric, water, gas, sewer, etc.) which are in possible conflict with construction operations. This work shall only be done as directed by the Engineer by written authorization, when the location of the utility cannot be readily identified horizontally and vertically by the utility owner and there is proposed structures, pipes, culverts, road excavation in close proximity to underground utility in question.

Prior to the beginning of any work which may impact nearby underground utilities, the Contractor shall provide 12” diameter potholes through nondestructive or minimally intrusive excavation methods. The method of potholing may be by machine or hand. All equipment and tools shall be approved by the Engineer. After the Contractor exposes the subsurface utilities the utility type, size, condition, and material shall be obtained by the Contractor, as well as the horizontal coordinates and vertical elevations.

All information obtained in conjunction with this work shall be provided to Engineer upon request. The Contractor shall notify the Engineer immediately, in writing, of any conflicts between the project work and any existing utility.

Upon field verification of the location of existing utilities, the Engineer may elect to delay, relocate and/or adjust the location of the proposed work or existing utility. No additional compensation will be allowed for any inconveniences or damages sustained by the Contractor due to any delay, relocation and/or adjustment of the proposed work or existing utility.

The Contractor shall take proper precautions to protect the existing underground utilities from damage or interruption during locating and construction operations. Any exposed utility shall be protected, shielded and supported per the appropriate utility company standards and as directed by the Engineer.

In the event that any utility is damaged, the Contractor shall be responsible for any damage resulting from neglect, misconduct, or omission in the Contractor’s manner or method of execution or non-execution of the work or caused by defective work or the use of unsatisfactory materials. Whenever any damage, destruction or interruption of a utility facility occurs as a result of the work performed by the Contractor, the Contractor shall immediately notify the utility owner. The utility company will make arrangements to restore such facilities to a condition equal to that existing before any such damage or destruction was done.

In the event that the repairs are not made by the Contractor, the Contractor shall reimburse the utility owner for such repairs within 60 days of receiving written notification of said damage. Otherwise, the cost of such repairs will be deducted from the monies due or which will become due the Contractor under the terms of the Contract.

Payment for exploratory potholes for utilities will be made at the contract unit price per

St. Clair County

FOOT for LOCATING UNDERGROUND UTILITIES as measured from the existing ground surface to the top of the exposed utility. This price shall include all necessary labor, supervision, tools, equipment, permits and incidental to excavate, identity and survey the utility.

HOT-MIX ASPHALT SURFACE REMOVAL (VARIABLE DEPTH): The work covered by this section consists of all labor, tools, equipment, and operations necessary to remove the existing hot-mix asphalt cold-patch overlay as shown on the plans and/or as directed by the Engineer.

HOT-MIX ASPHALT SURFACE REMOVAL (VARIABLE DEPTH) shall be done in accordance with Section 440 of the Standard Specifications, as shown on the plans and/or directed by the Engineer.

The purpose of the HOT-MIX ASPHALT SURFACE REMOVAL (VARIABLE DEPTH) is to remove the existing hot-mix asphalt surface to a depth, which would allow for a two (2) inch HMA surface course to be placed to bring the final pavement surface to the lines and grades as shown on the plans. HOT-MIX ASPHALT SURFACE REMOVAL (VARIABLE DEPTH) is estimated to require the removal of existing pavement from zero (0) to four (4) inches.

The cuttings from the HMA surface removal shall become the property of the contractor and their salvage removal shall be reflected in the contract unit price per square yard for HOT

MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH.

HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH shall be paid for at the contract unit price per SQUARE YARD.

INLETS, SPECIAL: This item of work shall consist of construction of inlets according to Section 602 of the Standard Specifications, the plans, as directed by the Engineer, and as herein described.

For INLETS SPECIAL, of number specified, the dimensions shown shall be the inside dimensions. The inlet lid used shall be according to the details as shown in the plans. The ring and cover shall be according to the details shown in the plans. All Inlets, Special, of number specified, shall have cast iron manhole steps in accordance with Standard 602701, Cast Iron Steps. The Contractor shall construct a concrete throat area in front of each inlet at locations according to the details shown on the plans. The cost of construction of the concrete throat area shall be considered included in the cost of constructing the inlet.

This work will be measured and paid for at the contract unit price per each for INLETS, SPECIAL of number specified and no additional compensation will be allowed.

BOLLARDS: This work shall consist of furnishing all plant, labor, tools, and equipment and performing all operations necessary to construct concrete filled bollards according to the locations and details shown on the plans.

St. Clair County

BOLLARDS shall be constructed of steel pipe that shall be Schedule 40 either ASTM A36 or A53 steel, primed and painted in accordance with applicable sections of Section 506 of the Standard Specifications and shall include a dome or dome cap on the top of the pipe.

The paint color shall be applied by the bollard manufacturer and shall be yellow. The middle bollard shall be a removable bollard according to the details as shown in the plans.

BOLLARDS shall be measured and paid for at the contract unit price per each, which the cost of all labor, materials, and equipment necessary to complete the work as indicated in this Special Provision and the details in the plans shall be included, and no additional compensation will be allowed.

COMPLETION DATE VIA CALENDAR DAYS: The Contractor shall complete all work on or before the completion date of this contract which will be based upon 200 calendar days.

The completion date will be determined by adding the specified number of calendar days to the date when utility relocations have been completed but not sooner than March 15, 2027, or the date the Contractor begins work, whichever is the earlier, unless a delayed start is granted by the Engineer.

\\Illinois.gov\DOT\CODEENV\GEN\WPDOCS\- Environment Section\Geo & Waste Unit\Districts\Distr8\PSI\207-054 (Huff3)\033\033 669 SP.docx Edited 3/18/26

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES

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 Work Areas. For stationing, the lateral distance is measured from the centerline, and the farthest distance is the offset distance or construction limit, whichever is less.

The following contract-specific work areas shall be monitored by the Environmental Firm for soil contamination and workers' protection.

ISGS PESA 4454 A/B-3 Agriculture Land 600-700 blocks of N. Main Street and 3900- 4000 blocks of IL 159, Smithton, St. Clair County

• Station 27+00 to Station 45+70, 0 to 50 feet RT. The Engineer has determined this material from 0 to 1.8 feet bgs in the vicinity of the station and offset meets the criteria of and shall be managed in accordance with Article 669.05(c). Contaminants of concern sampling parameters include: Iron.

ISGS PESA 4454 A/B-4 Smithton Fire Department 711 N. Main Street, Smithton, St. Clair County

• Station 30+50 to Station 33+50, 0 to 50 feet LT. The Engineer has determined this material from 0 to 1.8 feet bgs in the vicinity of the station and off-set meets the criteria of and shall be managed in accordance with Article 669.05(c). Contaminants of concern sampling parameters include: Iron.

ISGS PESA 4454 A/B-5 Residence and Professional Landscaping & Aeration 717 N. Main Street, Smithton, St. Clair County

• Station 33+50 to Station 35+00, 0 to 50 feet LT. The Engineer has determined this material from 0 to 1.8 feet bgs in the vicinity of the station and offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(3). Contaminants of concern sampling parameters include: Benzo(a)pyrene and Iron.

• Station 35+00 to Station 36+87, 0 to 60 feet LT. The Engineer has determined this material from 0 to 1.8 feet bgs in the vicinity of the station and offset meets the criteria of and shall be managed in accordance with Article 669.05(c). Contaminants of concern sampling parameters include: Iron.

ISGS PESA 4454 A/B-7 Dollar General 4037 IL 159, Smithton, St. Clair County

• Station 39+95 to Station 41+50, 0 to 60 feet LT. The Engineer has determined this material from 0 to 1.8 feet bgs in the vicinity of the station and offset meets the criteria of and shall be managed in accordance with Article 669.05(c). Contaminants of concern sampling parameters include: Iron.

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 to the following ISGS PESA Sites:

None

Special Provision - Page 2 of 2

\\Illinois.gov\DOT\CODEENV\GEN\WPDOCS\- Environment Section\Geo & Waste Unit\Districts\Distr8\PSI\207-054 (Huff3)\033\033 669 SP.docx Edited 3/18/26

Additional information on the contract-specific work areas listed above, collected during the regulated substances due diligence process, is available through the District’s Environmental Studies Unit (DESU).

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27:

The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26.

Village of Smithton

101 S Main Street, Smithton, IL 62285

LR1030 2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads & Streets

SPECIAL PROVISION

FOR

LOCAL QUALITY ASSURANCE/ QUALITY MANAGEMENT QC/QA

Effective: January 1, 2022

Replace the first five paragraphs of Article 1030.06 of the Standard Specifications with the following:

“ 1030.06 Quality Management Program. The Quality Management Program (QMP) will be Quality Control / Quality Assurance (QC/QA) according to the following.”

Delete Article 1030.06(d)(1) of the Standard Specifications.

Revise Article 1030.09(g)(3) of the Standard Specifications to read:

“ (3) If core testing is the density verification method, the Contractor shall provide personnel and equipment to collect density verification cores for the Engineer. Core locations will be determined by the Engineer following the document “Hot-Mix Asphalt QC/QA Procedure for Determining Random Density Locations” at density verification intervals defined in Article 1030.09(b). After the Engineer identifies a density verification location and prior to opening to traffic, the Contractor shall cut a 4 in. (100 mm) diameter core. With the approval of the Engineer, the cores may be cut at a later time.”

Revise Article 1030.09(h)(2) of the Standard Specifications to read:

“ (2) After final rolling and prior to paving subsequent lifts, the Engineer will identify the random density verification test locations. Cores or nuclear density gauge testing will be used for density verification. The method used for density verification will be as selected below.

Density Verification Method Cores Nuclear Density Gauge (Correlated when paving 3,000 tons per mixture)

Density verification test locations will be determined according to the document “Hot- Mix Asphalt QC/QA Procedure for Determining Random Density Locations”. The density testing interval for paving wider than or equal to 3 ft (1 m) will be 0.5 miles (800

m) for lift thicknesses of 3 in. (75 mm) or less and 0.2 miles (320 m) for lift thicknesses greater than 3 in. (75 mm). The density testing interval for paving less than 3 ft (1 m) wide will be 1 mile (1,600 m). If a day’s paving will be less than the prescribed density testing interval, the length of the day’s paving will be the interval for that day. The density testing interval for mixtures used for patching will be 50 patches with a minimum of one test per mixture per project.

If core testing is the density verification method, the Engineer will witness the Contractor coring, and secure and take possession of all density samples at the

LR1030 2

density verification locations. The Engineer will test the cores collected by the Contractor for density according to Illinois Modified AASHTO T 166 or AASHTO T 275.

If nuclear density gauge testing is the density verification method, the Engineer will conduct nuclear density gauge tests. The Engineer will follow the density testing procedure detailed in the document “Illinois Modified ASTM D 2950, Standard Test Method for Density of Bituminous Concrete In-Place by Nuclear Method”.

A density verification test will be the result of a single core or the average of the nuclear density tests at one location. The results of each density test must be within acceptable limits. The Engineer will promptly notify the Contractor of observed deficiencies.”

Revise the seventh paragraph and all subsequent paragraphs in Section D. of the document “Hot-Mix Asphalt QC/QA Initial Daily Plant and Random Samples” to read:

“Mixtures shall be sampled from the truck at the plant by the Contractor following the same procedure used to collect QC mixture samples (Section A). This process will be witnessed by the Engineer who will take custody of the verification sample. Each sample bag with a verification mixture sample will be secured by the Engineer using a locking ID tag. Sample boxes containing the verification mixture sample will be sealed/taped by the Engineer using a security ID label.”

SUBMITTAL OF EEO/LABOR DOCUMENTATION

Effective: April 2016

This work shall be done in accordance with Check Sheets No. 1, 3 and 5 of the IDOT Supplemental Specifications and Recurring Special Provisions and the “Weekly DBE Trucking Reports (BDE)” Special Provision, except as here-in modified.

PAYROLL AND STATEMENT OF COMPLIANCE:

Certified payroll, (FORM SBE 48 OR AN APPROVED FACSIMILE) and the Statement of Compliance, (FORM SBE 348) shall be submitted by two methods:

1. By Mail (United States Postal Service): The ORIGINAL of the certified payroll and the Statement of Compliance for the Prime Contractor and each Subcontractor shall be submitted by mail to the Regional Engineer for District 8.

2. Electronically: Scan both the ORIGINAL of the certified payroll and the Statement of Compliance to the same PDF file and email to the District at the email address designated by the District EEO Officer.

SBE 48 and SBE 348 forms shall be submitted weekly and will be considered late if received after midnight seven (7) business days after the payroll ending date.

WEEKLY DBE TRUCKING REPORT:

The Weekly DBE Trucking Report, (FORM SBE 723) shall be submitted electronically.

Scan the form to a PDF file and email to the District at the email address designated by the District EEO Officer.

SBE 723 forms shall be submitted weekly and will be considered late if received after midnight ten (10) business days following the reporting period.

MONTHLY LABOR SUMMARY & MONTHLY CONTRACT ACTIVITY REPORTS:

The Monthly Labor Summary Report (MLSR) shall be submitted by one of two methods:

1. For contractors having IDOT contracts valued in the aggregate at $250,000 or less, the report may be typed or clearly handwritten using Form D8 PI0148. Submit the ORIGINAL report by mail to the Regional Engineer for District Eight. Contractors also have the option of using the method #2 outlined below.

2. For contractors having IDOT contracts valued in the aggregate at more than $250,000, the report must be submitted in a specific “Fixed Length Comma Delimited ASCII Text File Format”. This file shall be submitted by e-mail using specific file formatting criteria provided by the District EEO Officer. Contractors must submit a sample text file to District 8 for review at least fourteen (14) days prior to the start of construction.

The Monthly Contract Activity Report (MCAR) may be typed or clearly handwritten using Form D8 PI0149.

The Monthly Labor Summary Report and the Monthly Contract Activity Report shall be submitted concurrently. If the method of transmittal is method #1 above then both the MLSR and the MCAR shall be mailed together in the same envelope. If the method of transmittal is method #2 above then the MCAR shall be scanned to a .pdf file and attached to the email containing the MLSR .txt file.

The MLSR and MCAR must be submitted for each consecutive month, for the duration of the project, and will be considered late if received after midnight ten (10) calendar days following the reporting period.

REQUEST FOR APPROVAL OF SUBCONTRACTOR:

The ORIGINAL and one copy of the Request for Approval of Subcontractor (FORM BC 260A) shall be submitted to the District at the IDOT Preconstruction Conference.

SUBSTANCE ABUSE PREVENTION PROGRAM CERTIFICATION:

The ORIGINAL and one copy of the Substance Abuse Prevention Program Certification (FORM BC 261) shall be submitted to the District at the IDOT Preconstruction Conference.

The Contractor is required to follow submittal procedures as provided by the EEO Officer at the preconstruction conference and to follow all revisions to those procedures as issued thereafter.

If a report is rejected, it is the contractor’s responsibility to make required adjustments and/or corrections and resubmit the report. Reports not submitted and accepted within the established timeframes will be considered late.

Disclosure of this information is necessary to accomplish the statutory purpose as outlined under 23CFR part 230 and 41CFR part 60.4 and the Illinois Human Rights Act. Disclosure of this information is REQUIRED. Failure to comply with this special provision may result in the withholding of payments to the contractor, and/or cancellation, termination, or suspension of the contract in whole or part.

This Special Provision must be included in each subcontract agreement.

ALL HARD COPY FORMS TO BE SUBMITTED TO:

Region 5 Engineer Illinois Department of Transportation

ATTN: EEO/LABOR OFFICE

1102 Eastport Plaza Drive Collinsville, IL 62234-6198

Compliance with this Special Provision shall be included in the cost of the contract and no additional compensation will be allowed for any costs incurred.

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

Effective: August 1, 2012 Revised: February 2, 2017

In addition to the Contractor’s equal employment opportunity (EEO) affirmative action efforts undertaken as required by this Contract, the Contractor is encouraged to participate in the incentive program described below to provide additional on-the-job training to certified graduates of the IDOT pre-apprenticeship training program, as outlined in this Special Provision.

IDOT funds, and various Illinois community colleges operate, pre-apprenticeship training programs throughout the State to provide training and skill-improvement opportunities to promote the increased employment of minority groups, disadvantaged persons and women in all aspects of the highway construction industry. The intent of this IDOT Pre-Apprenticeship Training Program Graduate (TPG) special provision (Special Provision) is to place these certified program graduates on the project site for this Contract in order to provide the graduates with meaningful on-the-job training. Pursuant to this Special Provision, the Contractor must make every reasonable effort to recruit and employ certified TPG trainees to the extent such individuals are available within a practicable distance of the project site.

Specifically, participation of the Contractor or its subcontractor in the Program entitles the participant to reimbursement for graduates’ hourly wages at $15.00 per hour per utilized TPG trainee, subject to the terms of this Special Provision. Reimbursement payment will be made even though the Contractor or subcontractor may also receive additional training program funds from other non-IDOT sources for other non-TPG trainees on the Contract, provided such other source does not specifically prohibit the Contractor or subcontractor from receiving reimbursement from another entity through another program, such as IDOT through the TPG program. With regard to any IDOT funded construction training program other than TPG, however, additional reimbursement for other IDOT programs will not be made beyond the TPG Program described in this Special Provision when the TPG Program is utilized.

No payment will be made to the Contractor if the Contractor or subcontractor fails to provide the required on-site training to TPG trainees, as solely determined by IDOT. A TPG trainee must begin training on the project as soon as the start of work that utilizes the relevant trade skill and the TPG trainee must remain on the project site through completion of the Contract, so long as training opportunities continue to exist in the relevant work classification. Should a TPG trainee’s employment end in advance of the completion of the Contract, the Contractor must promptly notify the IDOT District EEO Officer for the Contract that the TPG’s involvement in the Contract has ended. The Contractor must supply a written report for the reason the TPG trainee involvement terminated, the hours completed by the TPG trainee on the Contract, and the number of hours for which the incentive payment provided under this Special Provision will be, or has been claimed for the separated TPG trainee.

Finally, the Contractor must maintain all records it creates as a result of participation in the Program on the Contract, and furnish periodic written reports to the IDOT District EEO Officer that document its contractual performance under and compliance with this Special Provision.

Finally, through participation in the Program and reimbursement of wages, the Contractor is not relieved of, and IDOT has not waived, the requirements of any federal or state labor or employment law applicable to TPG workers, including compliance with the Illinois Prevailing Wage Act.

METHOD OF MEASUREMENT: The unit of measurement is in hours.

BASIS OF PAYMENT: This work will be paid for at the contract unit price of $15.00 per hour for each utilized certified TPG Program trainee (TRAINEES TRAINING PROGRAM GRADUATE).

The estimated total number of hours, unit price, and total price must be included in the schedule of prices for the Contract submitted by Contractor prior to beginning work. The initial number of TPG trainees for which the incentive is available for this contract is 2.

The Department has contracted with several educational institutions to provide screening, tutoring and pre-training to individuals interested in working as a TPG trainee in various areas of common construction trade work. Only individuals who have successfully completed a Pre- Apprenticeship Training Program at these IDOT approved institutions are eligible to be TPG trainees. To obtain a list of institutions that can connect the Contractor with eligible TPG trainees, the Contractor may contact: HCCTP TPG Program Coordinator, Office of Business and Workforce Diversity (IDOT OBWD), Room 319, Illinois Department of Transportation, 2300 S. Dirksen Parkway, Springfield, Illinois 62764.