ILDOT 97892-085.pdf

Letting September 18, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 97892 ST. CLAIR County Section 22-00022-00-PW (Shiloh) Route FAU 9170 (North Green Mount Road) Project I3MI-775 () 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.

September 18, 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. 97892 ST. CLAIR County Section 22-00022-00-PW (Shiloh) Project I3MI-775 () Route FAU 9170 (North Green Mount Road) District 8 Construction Funds

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 97892

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

FAU ROUTE 9170

(NORTH GREEN MOUNT ROAD)

COUNTY HIGHWAY 89

22-00022-00-PW

ST. CLAIR COUNTY

TABLE OF CONTENTS

LOCATION OF PROJECT 1

DESCRIPTION OF PROJECT 1

COOPERATION WITH ADJACENT CONTRACTS 1

SHOP DRAWINGS 1

SUBMITTAL OF EEO/LABOR DOCUMENTATION 2

CONSTRUCTION CONTRACTS 4

JOINT UTILITY INFORMATION FOR EXCAVATORS (J.U.L.I.E.) 4

STATUS OF UTILITIES TO BE ADJUSTED 5

WORK TO BE PERFORMED BY OTHERS 6

POTHOLING 6

CONSTRUCTION LAYOUT 6

SAFETY AND PROTECTION 8

TRAFFIC CONTROL PLAN 9

CONSTRUCTION AND MAINTENANCE SIGN SUPPORTS 11

BARRICADES OR DRUMS 12

AGGREGATE FOR TEMPORARY ACCESS 12

ACCESS TO ENTRANCES 12

SUGGESTED SEQUENCE OF CONSTRUCTION 13

TRENCH BACKFILL 13

EXCAVATION AND EMBANKMENT 13

PORTLAND CEMENT CONCRETE PAVEMENT, 9” (JOINTED) 14

EXPANSION JOINTS 15

TRANSVERSE CONTRACTION JOINTS 15

JOINT SEALING 15

TIE BARS AND REINFORCEMENT BARS 16

DRILL AND GROUT #6 TIE BARS 16

CLASS B PATCHES, TYPE IV, 9 INCH 16

TEMPORARY PAVEMENT 17

TEMPORARY PAVEMENT REMOVAL 17

DRAINAGE STRUCTURE TO BE REMOVED 17

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PIPE CULVERT REMOVAL AND STORM SEWER REMOVAL 17

CONNECTIONS TO EXISTING STORM SEWER 18

STORM SEWERS 18

RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL 18

RELOCATE SIGN PANEL ASSEMBLY 18

REMOVE WOOD POST 19

BOLLARD REMOVAL 19

DELINEATOR REMOVAL 19

RETAINING WALL REMOVAL 19

FENCE REMOVAL 20

GPS CLOCK SYNC UNIT 20

LR 107-4 INSURANCE 1

LR 1030-20 LOCAL QC/QA 1

ACOE 404 PERMIT 1-3

SWPPP 1-14

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 42 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 59 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 63 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026 80029 65 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 69 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 72 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025 80456 73 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 77 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 79 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 80 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 81 Pavement Patching Aug. 1, 2025 80441 82 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 88 Raised Reflective Pavement Markers Nov. 1, 2025 80455 89 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025

* 80445 91 Seeding Nov. 1, 2022 July 1, 2026 80457 97 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 101 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 103 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 105 Subcontractor and DBE Payment Reporting April 2, 2018 80391 106 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 107 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised 80482 108 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 110 Surveying Services April 1, 2025 80481 111 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 112 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 115 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 116 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 117 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80485 120 Work Zone Width Restriction July 1, 2026 80071 121 Working Days Jan. 1, 2002

GUIDE BRIDGE SPECIAL PROVISION INDEX/CHECK SHEET

Effective as of the: January 16, 2026 Letting

An * indicates a new or revised special provision.

Pg

√ File Name Title Effective Revised

*GBSP 4 Polymer Modified Portland Cement Mortar June 7, 1994 Oct 17, 2025 GBSP 13 High-Load Multi-Rotational Bearings Oct 13, 1988 June 28, 2024 GBSP 14 Jack and Remove Existing Bearings April 20, 1994 April 13, 2018 GBSP 16 Jacking Existing Superstructure Jan 11, 1993 April 13, 2018 GBSP 18 Modular Expansion Joint May 19, 1994 Oct 27, 2023 GBSP 21 Cleaning and Painting Contact Surface Areas of Existing Steel

Structures June 30, 2003 Oct 23, 2020

*GBSP 25 Cleaning and Painting Existing Steel Structures Oct 2, 2001 Oct 17, 2025 GBSP 26 Containment and Disposal of Lead Paint Cleaning Residues Oct 2, 2001 Apr 22, 2016 GBSP 33 Pedestrian Truss Superstructure Jan 13, 1998 Oct 27, 2023 *GBSP 34 Concrete Wearing Surface June 23, 1994 Oct 17, 2025 GBSP 45 Bridge Deck Thin Polymer Overlay May 7, 1997 June 28, 2024 GBSP 55 Erection of Curved Steel Structures June 1, 2007 GBSP 59 Diamond Grinding and Surface Testing Bridge Sections Dec 6, 2004 April 15, 2022 GBSP 60 Containment and Disposal of Non-Lead Paint Cleaning

Residues Nov 25, 2004 Apr 22, 2016

122 GBSP 61 Slipform Parapet June 1, 2007 April 15, 2022 GBSP 67 Structural Assessment Reports for Contractor’s Means and

Methods Mar 6, 2009 Oct 5, 2015

GBSP 71 Aggregate Column Ground Improvement Jan 15, 2009 Oct 15, 2011 127 GBSP 78 Bridge Deck Construction Oct 22, 2013 Dec 21, 2016 GBSP 79 Bridge Deck Grooving (Longitudinal) Dec 29, 2014 Mar 29, 2017 GBSP 81 Membrane Waterproofing for Buried Structures Oct 4, 2016 March 1, 2019 GBSP 82 Metallizing of Structural Steel Oct 4, 2016 Oct 20, 2017 GBSP 83 Hot Dip Galvanizing for Structural Steel Oct 4, 2016 June 28, 2024 GBSP 85 Micropiles Apr 19, 1996 Oct 23, 2020 GBSP 86 Drilled Shafts Oct 5, 2015 Oct 27, 2023 GBSP 87 Lightweight Cellular Concrete Fill Nov 11, 2001 Apr 1, 2016 GBSP 88 Corrugated Structural Plate Structures Apr 22, 2016 April 13, 2018 129 GBSP 89 Preformed Pavement Joint Seal Oct 4, 2016 March 24, 2023 GBSP 90 Three Sided Precast Concrete Structure (Special) Dec 21, 2016 March 22, 2024 GBSP 91 Crosshole Sonic Logging Testing of Drilled Shafts Apr 20, 2016 March 24, 2023 GBSP 92 Thermal Integrity Profile Testing of Drilled Shafts Apr 20, 2016 March 24, 2023 GBSP 93 Preformed Bridge Joint Seal Dec 21, 2016 June 28, 2024 GBSP 94 Warranty for Cleaning and Painting Steel Structures Mar 3, 2000 Nov 24, 2004 GBSP 96 Erection of Bridge Girders Over or Adjacent to Railroads Aug 9, 2019 GBSP 97 Folded/Formed PVC Pipeliner April 15, 2022 GBSP 98 Cured-in-Place Pipe Liner April 15, 2022 GBSP 99 Spray-Applied Pipe Liner April 15, 2022 136 GBSP 100 Bar Splicers, Headed Reinforcement Sept 2, 2022 Oct 27, 2023 *GBSP 101 Noise Abatement Wall, Ground Wall Dec 9, 2022 Oct 17, 2025 *GBSP 102 Noise Abatement Wall, Structure Mounted Dec 9, 2022 Oct 17, 2025 GBSP 103 Noise Abatement Wall Anchor Rod Assembly Dec 9, 2022

COUNTY HIGHWAY 89

22-00022-00-PW

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways," and the "Manual of Test Procedures for 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 Section 22-00022-00-PW in St. Clair County and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF PROJECT

The project is located on FAU 9170 (North Green Mount Road) just south of Frank Scott Parkway East, within the limits of the Village of Shiloh in St. Clair County.

DESCRIPTION OF PROJECT

This work shall consist of furnishing all labor, equipment and materials necessary to construct the project in accordance with the plans, specifications, and provisions stated herein. Work to be performed under this contract shall consist of earthwork, pavement removal, subbase granular material, Portland cement concrete pavement, sidewalks, storm sewers, bridge removal and reconstruction, traffic signal modifications, retaining wall, pavement markings, signage and any other ancillary work necessary to complete the work as shown in the plans.

COOPERATION WITH ADJACENT CONTRACTS

Construction of the adjacent contract, located south of the proposed improvements, will be happening simultaneously. The Contractor will need to coordinate with the adjacent contract on various items related to the proposed improvements, including but not limited to staging operations, removals, pavement markings, signage, etc.

SHOP DRAWINGS

The Contractor shall submit shop drawings of the following items according to Articles 1042.03(b) and 105.04 of the “Standard Specifications for Road and Bridge Construction”:

Precast Concrete Inlets Precast Concrete Manholes Sign Panels Retaining Wall Bridge Items Traffic Signal Items

Submit shop drawings for review and approval to:

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Mr. Joshua W. Stein, PE

TWM, Inc.

4940 Old Collinsville Road Swansea, IL 62226 jstein@twm-inc.com

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

COUNTY HIGHWAY 89

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.

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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.

CONSTRUCTION CONTRACTS

The successful bidder, as a condition of this contract, must submit evidence that he has conducted a pre-job conference with his sub-contractors and their employees, or the employee’s duly recognized representatives and union officials, to determine employee jurisdiction, job assignment and work schedules. This requirement is to promote industrial harmony and to eliminate work stoppage and jurisdictional disputes. Said pre-job conference shall be conducted at least fourteen (14) days prior to the commencement of any construction.

JOINT UTILITY INFORMATION FOR EXCAVATORS (J.U.L.I.E.)

This work shall be done in accordance with Article 107.31 of the Standards Specifications except as modified herein:

Because a minimum of 48 hours’ advance notice is required for notification to utilities, the Contractor will be required to give the Resident Engineer 96 hours’ notice, in writing, for a specific area prior to beginning any excavation.

Locations of proposed signposts, guardrail, sign, light or signal foundations, etc., shall be staked by the Engineer and then notice provided as above.

If any of the location markers placed by a utility company in conformance with this procedure are destroyed by Contractor Operation, the Contractor shall immediately notify the utility owner and bear the cost of remarking the facilities at his own cost and expense. Compliance with this special provision shall be considered included in the cost of the contract and no additional compensation will be allowed for any costs incurred. When the plans or special provisions include information pertaining to the location of underground utility facilities, such information represents only the opinion of St. Clair County as to the location of such utilities and is only included for the convenience of the bidder.

County: St. Clair Township: T1N/T2N, R7W/R8W Section: 1, 6, 31, 36

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STATUS OF UTILITIES TO BE ADJUSTED

NAME/ADRESS OF

UTILITY COMPANY TYPE LOCATION EST. DATE OF

RELOCATION

AT&T

1640 E Hazel Dell Rd Springfield, IL 62703

Comms.

Both Sides of Roadway Throughout Project Limits

Prior to Construction

Ameren IP 1050 West Blvd.

Belleville, IL 62221

(618) 236-4337 Rob Roehrig

Power Power Poles West and East Side of Road Sta. 324+00 to Sta. 336+00

Prior to construction

Ameren IP 1050 West Blvd.

Belleville, IL 62221

(618) 236-6242 Ken Keleher

Gas

Gas line relocation on West Side of Road

Prior to construction

Charter Communications

Comms.

Unknown N/A

Clearwave Communications 1095 N Green Mount Rd Suite 300 Shiloh, Illinois 62221

Fiber

Unknown N/A

Illinois American Water Co.

100 North Water Works Dr.

Belleville, IL 62223

Water

Water Valve adjustments

During construction

Caseyville Township #1 Ecology Drive O’Fallon, IL 62269

Sanitary Sewer No conflicts anticipated N/A

The above represents the best information available and is only included for the convenience of the bidder. The applicable provisions of Article 102, 105.07, and 107.20 of the Standard Specifications 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. A request for an extension of time will be considered to the extent the Contractor's operations were affected.

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WORK TO BE PERFORMED BY OTHERS

The Contractor’s attention is called to the utility facilities within the right-of-way limits of construction. Unless otherwise provided, any required adjustment of the various facilities will be performed by others.

The plans may not show the location of all utility facilities or the manner in which the adjustment will be made. In the event the Contractor desires more detailed information it is suggested that it be obtained from the attached status of utilities to be adjusted and/or the utility company involved.

It is understood and agreed that the Contractor has taken the foregoing into consideration in submitting his bid, and no additional compensation will be allowed for any delays or inconveniences caused by same.

POTHOLING

This work shall consist of determining the exact locations/elevations of underground utilities, which are in possible conflict with construction operations and to protect them from damage at the locations determined by the Engineer according to Section 803 of the Standard Specifications.

Trenches/excavations resulting from the location of underground utilities shall be backfilled according to Article 550.07 of the Standard Specifications and according to the special provision for TRENCH BACKFILL. Trench backfill for this item of work, if required, will not be measured or paid for separately.

POTHOLING will be measured at each location, where each location will be paid for separately.

This work will be measured for payment at a specific work location each time the utility requires locating, per the direction of the Engineer. Prior to locating utilities, the Contractor shall receive written permission from the Engineer for each location they shall inspect and expect payment for with this pay item.

A provisional quantity has been included in this contract for a basis of bidding. This item of work will be as necessary at the direction of the Engineer.

This work will be paid for at the contract unit price per each for POTHOLING which includes all necessary equipment, labor and materials to satisfactorily excavate, locate, and restore each area and no additional compensation will be allowed. Only that work authorized in advance by the Engineer will be paid for.

CONSTRUCTION LAYOUT

Construction Layout will be furnished by the Owner. The Owner will be responsible to place construction stakes, for the items described below under the Responsibility of the Owner, for this project one time. Adequate reference points to the centerline of survey and bench marks are shown within the plans. Any additional control points set by the Owner will be identified in the field to the Contractor.

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The Owner will provide field forces, equipment, and material to set necessary stakes for this project, which will be needed to establish offset stakes, reference points, and other horizontal or vertical controls, including supplementary bench marks, necessary to secure a correct layout of work.

The Contractor will be responsible for having the finished work conform to the lines, grades, elevations, and dimensions called for in the plans.

Should the Contractor find it necessary to have or provide additional staking, beyond the items described below under the Responsibility of the Owner, a written request shall be submitted to the Engineer for approval. If approval is granted, additional staking will be done by the Owner.

The Contractor shall exercise care in the preservation of the stakes and bench marks and shall have them reset when any are damaged, lost, displaced, removed, or otherwise obliterated at no cost to the Owner, Engineer or Owner’s Representatives.

Responsibility of the Owner:

(a.) Will provide adequate horizontal and vertical control, as shown within the plans.

(b.) Will stake, with lath, the proposed temporary construction easement lines and proposed right of way lines.

(c.) Will stake the proposed storm sewer structures. Staking shall consist of one (1) center or end of structure and two (2) offset stakes per structure. Offset stakes shall include cut or fill information to the proposed invert elevation.

(d.) Will stake, with lath, the centerline of ditch. Staking shall consist of one (1) centerline or one

(1) offset stake.

(e.) Will stake the top of curb elevations. Staking shall consist of one (1) offset stake at 50-foot intervals in tangents and at 25-foot intervals in curves, low points, and high points. Stakes shall include cut or fill information to the proposed finish grade elevation.

(f.) Will make random checks of the Contractor’s staking to determine if the work is in conformance with the plans. Sufficient time, as determined by the Engineer, will be allowed to complete these checks and shall be allowed for by the Contractor.

(g.) It is not the responsibility of the Owner or Owner’s Representative, except as provided herein, to check the correctness of the Contractor’s stakes. See item (d) below.

Responsibility of the Contractor:

(a.) The Contractor shall establish from the given points and bench marks all the control points necessary to construct items not described above. It is the Contractor’s responsibility to tie in centerline control points in order to preserve them during construction operations.

(b.) If the Contractor discovers a discrepancy, he/she shall inform the Engineer to check and determine their nature and make whatever revisions are necessary in the plans, including the re-cross sectioning of the area involved.

(c.) During a random check of the Contractor’s staking by the Engineer any errors to the Contractor’s staking apparent shall be immediately called to the Contractor’s attention and he/she shall make the necessary correction before the stakes are used for construction

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purposes at the Contractor’s expense. Any inspection or checking of the Contractor’s staking by the Engineer and the acceptance of all or any part of it shall not relieve the Contractor of his/her responsibility to secure the proper dimensions, grades and elevations of the work.

(d.) All work shall be according to normally accepted self-checking surveying practices. Field notes shall be kept in standard survey field notebooks and the books shall become property of the Owner at the completion of the project. All notes shall be neat, orderly and in accepted form.

Any staking performed by the Contractor shall be done at his/her own expense and no compensation will be allowed.

Any additional staking not described above or restaking shall be done at the expense of the Contractor. The Contractor, at his/her own expense, may employ the Owner’s Sub-Consultant to perform any additional staking or restaking.

SAFETY AND PROTECTION

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

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

2. All the work and materials and equipment to be incorporated therein, whether in storage on or off site; and

3. 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.

Contractor shall comply with all applicable Laws and Regulations 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. 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 referred to in paragraph 2 or 3 caused, directly or indirectly, in whole or in part, by 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 for anyone whose acts either directly or indirectly employed by any of them may be liable, shall be remedied by Contractor, except damage or loss attributable to the fault of drawings or Specifications or to the acts either of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor. Contractor’s duties and

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responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable.

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 Contractor to Owner.

In EMERGENCIES affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, contractor, without special instructions or authorization from Engineer or Owner, is obligated to act to prevent threatened damage injury or loss. Contractor shall give Engineer prompt, written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents are required because of 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.

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

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 Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these Special Provisions, any special details and Highway Standards contained herein and in the plans.

At the preconstruction meeting, the Contractor shall furnish the name of the individual in his direct employ who is to be responsible for the actual installation and maintenance of the traffic control for this project. If the actual installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the preconstruction meeting according to Article 108.01 of the Standard Specifications for Road and Bridge Construction. This shall not relieve the Contractor of the foregoing requirement for a responsible individual in his direct employ. The Contractor will provide the Engineer the name of its representative who will be responsible for the administration of the Traffic Control Plan.

Special attention is called to Sections 107 and 701 through 705 of the Standard Specifications for Road and Bridge Construction, and as amended by the Supplemental Specifications, Recurring Special Provisions, the Special Provisions contained herein, and the following highway standards relating to traffic control:

701001 701006 701011 701201 701301 701306 701326 701501 701502 701602 701701 701801

701901 BLR 21-9

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

Construction and Maintenance Sign Supports

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Barricades or Drums Aggregate for Temporary Access Access to Entrances LRS 4 – Flaggers in Work Zones BDE 80439 – Vehicle and Equipment Warning Lights BDE 80427 – Work Zone Traffic Control Devices

Limitations of Construction: The Contractor shall coordinate the items of work to keep hazards and traffic inconveniences to a minimum, as specified below.

1. The Contractor shall notify the Village of Shiloh and St. Clair County Department of Roads and Bridges two weeks prior to implementing any traffic control.

2. The Contractor shall coordinate with local Police, Fire and Emergency Services, Transit/Bus Services, Schools, Post Office and trash collection at seven days prior to implementing any traffic control and throughout the duration of construction.

3. The Contractor shall always be responsible for all traffic control devices during construction activities and shall coordinate the items of work in order to keep hazards and traffic inconveniences to a minimum.

4. The Contractor shall provide, erect, and maintain all the necessary barricades, cones, drums, and lights for the warning and protection of traffic, as required by Sections 107 and 701 through 703 of the Standard Specifications, and as modified by these plans, and as directed by the Engineer.

5. Arrowboards shall be placed per the plan details or at the direction of the Engineer.

Arrowboards will not be measured or paid for separately but shall be considered in the cost of TRAFFIC CONTROL AND PROTECTION (SPECIAL).

6. The Contractor shall furnish CA-6 aggregate for temporary access to the project, at various locations as approved by the Engineer, and maintain an all-weather construction access to prevent mud from being deposited onto adjacent roadways.

7. At least one lane of traffic in each direction shall be maintained at all times.

8. All traffic control devices shall be new or like new equipped with new reflective sheeting at the time of use. The Engineer will be the sole judge of the condition of the devices.

9. All warning signs shall be 48 inches by 48 inches and have a black legend on a fluorescent orange reflectorized background.

10. The Contractor shall furnish and erect "Road Construction Ahead" signs (W20-1(0)-

48) at both ends of the project and on all adjacent public side roads.

11. Construction of all side roads and entrances shall be completed in stages in order to maintain access at all times during construction, unless the Contractor obtains written approval for full closure from the jurisdiction or property owner.

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12. In the event an approval is granted for a full closure, the contractor shall install Type

III barricades and advanced warning signage shall be installed in accordance with Standard BLR 21-9 at each closure location.

13. The exact number, location and spacing of all signs and traffic control devices may be adjusted to fit field conditions, as directed by the Engineer.

14. When traveling in lanes open to public traffic, the Contractor's vehicles shall always move with and not against the flow of traffic. These vehicles shall enter or leave work areas in a manner that will not be hazardous to or interfere with traffic and shall not park or stop except within designated work areas. Personal vehicles shall not park on the right-of-way except in specific areas designated for parking.

15. All debris shall be removed from the pavement prior to removal of traffic control and opening lanes to traffic after a lane closure.

16. If at any time the signs are in place but not applicable, they shall be turned from the view of motorists or covered as directed by the Engineer.

17. Traffic control standards shall be applied as directed by the Engineer.

Traffic control and protection, as detailed in the plans, and any referenced Highway Standards will not be measured nor paid for separately, but shall be included in the lump sum cost of TRAFFIC CONTROL AND PROTECTION (SPECIAL), which shall include all furnishing, installing, maintaining, relocating, and removing all traffic control devices including arrowboards used for the purpose of regulating, warning or directing the traffic during the construction of this project no additional compensation will be allowed.

CONSTRUCTION AND MAINTENANCE SIGN SUPPORTS

This work shall be done in accordance with Article 701.14 of the Standard Specification for Road and Bridge Construction and Highways Standard 701901 except as herein modified.

All construction signs mounted on permanent support for use in temporary control having an area of 10 square feet or more shall be mounted on two 4 in x 4 in or two 4 in x 6 in wood posts.

Type A metal post (two for each sign) conforming to Article 1006.29 of the Standard Specifications for Road and Bridge Construction may be used in lieu of wood posts. Type A metal posts used for these signs may be unfinished.

This item of work will not be measured nor paid for separately and shall be considered included in the various traffic control and protection pay items.

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BARRICADES OR DRUMS

Prior to commencing construction, sufficient barricades or drums conforming to Standard 701901 and the following requirements shall be on the job site ready for use in the stage construction of this project:

Type I or Type II barricades or drums used in channelizing traffic and protection of hazards shall be equipped with one Type C steady burning light meeting the requirements of the Standard Specifications.

Type I or Type II barricades used in channelization shall be stabilized in a manner allowed by Article 701.05.

This item of work will not be measured nor paid for separately and shall be considered included in the various traffic control and protection pay items.

AGGREGATE FOR TEMPORARY ACCESS

This item of work is included in the contract for the purpose of providing surfacing for temporary access through the construction zone and to entrances during construction. This item shall only be used on those occasions when the Contractor is directed by the Engineer. Said surfacing may not be required at all or on multiple occasions.

The material for aggregate for temporary access shall conform to the requirements for CA-6.

Aggregate for temporary access may be placed by tailgating and blading. Compaction shall be provided to the satisfaction of the Engineer. Included with this item of work shall be any interim maintenance that may be required and as directed by the Engineer. When the aggregate is no longer needed, the Contractor shall suitably remove and dispose of the material beyond the limits of construction.

All labor, materials, and equipment necessary to install, maintain, remove, and suitably dispose of the temporary aggregate surface shall be paid for at the contract unit price per ton for AGGREGATE FOR TEMPORARY ACCESS based upon weight tickets furnished by the supplier.

ACCESS TO ENTRANCES

As described in the General Notes and Special Provision for TRAFFIC CONTROL AND PROTECTION (SPECIAL), the Contractor shall provide and maintain access to all existing entrances and side roads within the project limits during construction of this section according to the Special Provisions and Article 107.09 of the Standard Specifications.

This item shall be considered included in the lump sum price for TRAFFIC CONTROL AND PROTECTION (SPECIAL) and no additional compensation or remuneration will be allowed.

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SUGGESTED SEQUENCE OF CONSTRUCTION

The plans include a suggested sequence of construction. The Contractor may submit an alternate sequence of construction, provided it does not increase the overall construction timeline.

All changes must be submitted to and approved by the Engineer.

TRENCH BACKFILL

This work shall be in accordance with Section 208 of the Standard Specifications except as modified herein.

The aggregate used shall be CA6, CA 10 or CA 18 gradation in accordance with Article 1004.01(c) of the Standard Specifications.

The Trench Backfill material shall be compacted according to Method 1, as specified in Article 550.07(a) of the Standard Specifications.

This work will be paid for at the contract unit price per cubic yard for TRENCH BACKFILL and no additional compensation will be allowed.

EXCAVATION AND EMBANKMENT

Excavation and embankment shall conform to the applicable requirements of Section 202, 203, 204, 205, and 502 of the Standard Specifications except that excavated materials that are suitable may be used in the construction of the embankment or disposed of at the Contractor's discretions.

Embankment materials shall be furnished by the Contractor either from suitable roadway excavated material from within the right of way or from locations furnished by the Contractor off the right of way. Suitable material from excavation for structures and drainage items may also be placed in embankments.

Material, which is proposed for use by the Contractor as material to be used for embankment construction, must be inspected and approved by the, Engineer. In order to be approved for used as embankment material, the proposed material must meet the following requirements:

1) It must fall in one of the following Highway Research Board Classifications: A-1, A-2, A-3, A-4, A-6, or A-7-6.

2) It shall have a group index of 19 or less.

3) Any A-4, A-6, or A-7-6 material to be used as borrow for embankment construction shall have a minimum standard lab dry density of 90 pcf (1440 kg/m3)and shall not have an organic content greater than 7%.

4) Classification of material for points 1 and 2 shall be determined in accordance with the latest AASHTO Designation: M 145.

5) When tested for density in place, any soil classified as an A-1, A-2, A-3, or A-4 shall not contain more than 100% of optimum moisture content determined in accordance with AASHTO T-99. In regards to this restriction, the Contractor will

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be permitted the use of an approved additive to effect a quicker drying time. The additive may be used any time the Contractor desires, in any amount he desires and its use may be discontinued when he desires.

a. The top 3 feet (0.9 meters) in fill heights of 0 to 20 feet and 8 feet (2.4 meters) in fill heights of 20+ feet of those portions of the embankment which will be permanently exposed in the completed roadway shall be constructed using native materials of a classification that will support vegetation and contain a P.I. of 10 or greater as directed by the Engineer.

b. Those portions of the lime modified soil layer shall be constructed with a minimum of 18 inches (450 mm) of "reactive" soil. For definition of a "reactive" soil, see Section 310.02, Note 2, of the Standard Specifications.

An estimated quantity of off-site borrow material needed to complete the embankment is shown on the plans for information only. The Contractor will be required to complete the embankment in accordance with the plan cross sections.

PORTLAND CEMENT CONCRETE PAVEMENT, 9” (JOINTED)

This work shall consist of constructing a Portland Cement Concrete pavement according to Section 420 of the “Standard Specifications for Road and Bridge Construction”, except at modified herein:

All reference of Sections or Articles in this specification shall be understood to mean a specified Section or Article of the “Standard Specifications for Road and Bridge Construction”.

Article 420.03(d). “The finishing machine shall be of a type approved by the Engineer, and shall be capable of striking off, consolidating and finishing concrete to the consistency required by the specification to the proper crown and grade.”

Article 420.03(e) A mechanical longitudinal float will not be required.

Article 420.03(f) A concrete finisher float will not be required.

Article 420.03(h) Revise Article 1103.17(k) to read:

“Hand held fogging equipment capable of spraying a uniform application of membrane curing compound and maintaining constant pressure meeting the approval of the Engineer, will be allowed.”

Article 420.09(b)(3) Longitudinal Float Hand Method will be permitted if approved by the Engineer.

Article 420.09(e) Type A final finish shall be used throughout the project unless directed otherwise by the Engineer.

Article 420.20 Revise the first paragraph of this Article to read as follows:

“Basis of payment. This work will be paid for at the contract unit price per

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square yard for PORTLAND CEMENT CONCRETE PAVEMENT, 9” (JOINTED), and no additional compensation will be allowed.”

EXPANSION JOINTS

This work consists of constructing expansion joints in concrete driveway pavement according to Article 423.07 of the Standard Specifications, except as modified herein:

Expansion joints required under Article 423.07 shall be preformed fiber joint filler according to Article 1051.04 of the Standard Specifications and shall have a perforated tear off wood or plastic strip to provide a uniform ¾ inch reservoir/channel for the required sealant.

Expansion joint filler and backer rod materials shall be non-impregnated type that will not bond with the sealant.

Expansion joints shall be sealed with self-leveling (pour grade) or nonsag (gun) grade urethane sealant. The color of the sealant shall be limestone, unless otherwise approved by the Engineer.

This work will not be measured nor paid for separately…