ildot 61K19-016.pdf

PDF 9 MB Posted Jul 8, 2026

Attached to: HMA resurfacing on Landmeier Rd from Lively Blvd. to Cambridge Dr. in Elk Grove Village
Solicitation number: 61K19
Issued by: Cook County, Illinois

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Written by GovTribe AI · Jul 9, 2026

This is a Notice to Bidders and Specifications document for Contract No. 61K19 issued by the Illinois Department of Transportation (IDOT) in cooperation with the Village of Elk Grove Village, Cook County. The project involves hot-mix asphalt (HMA) resurfacing on Landmeier Road from Lively Boulevard to Cambridge Drive in Elk Grove Village, with a gross project length of 1,982 feet (0.375 mile) and net length of 1,785 feet (0.338 mile). Work includes HMA surface and binder course removal, pavement patching, new HMA binder and surface courses, concrete curb and gutter removal and replacement, new drainage structures and storm sewer installation, sidewalk removal and replacement, traffic signal relocation, Accessible Pedestrian Signal (APS) and ADA improvements, structure adjustments, and pavement markings. Electronic bids must be submitted through the iCX system (Integrated Contractors Exchange) no later than 12:00 p.m. on July 31, 2026, with public bid opening to follow. The contract completion date is August 13, 2027, with an allowance of 10 working days after roadway opening for landscaping, cleanup, and punch list items. The project is funded through District 1 Construction Funds.

The contract will be awarded to the lowest responsive and responsible bidder in conformance with project terms and conditions. Utility coordination is required with multiple agencies including AT&T, Buckeye Partners, Westshore Pipeline, ComEd, Comcast, and Nicor Gas; estimated pre-stage utility work duration is 6 days, Stage 1 is 3.5 days, with no conflicts in Stage 2. The Contractor must obtain necessary permits from Cook County Department of Transportation and Highways and maintain compliance with all provisions. Contractor responsibilities include maintaining access to residences and businesses with 48-hour notice, protecting existing infrastructure and drainage facilities, managing concrete washout facilities, and maintaining site cleanliness with street sweeping and debris removal. The Contractor must obtain a Village Business License and provide Quality Assurance oversight through a consultant retained by the Village for HMA and Portland Cement Concrete testing and reporting. Regulated substance removal is required at 10 identified sites with specific contaminant sampling parameters (primarily benzo(a)pyrene, VOCs, SVOCs, and metals). The contract is subject to IDOT Standard Specifications adopted January 1, 2022 (revised January 1, 2026), federal-aid requirements if applicable, EEO provisions, prevailing wage requirements, and various supplemental and special provisions detailed in the document.

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Letting July 31, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 61K19 COOK County Section 22-00078-00-RS (Elk Grove Village) Route FAU 1333 (Landmeier Road) Project RTQ0-408 () District 1 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

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

July 31, 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. 61K19 COOK County Section 22-00078-00-RS (Elk Grove Village) Project RTQ0-408 () Route FAU 1333 (Landmeier Road) District 1 Construction Funds

HMA resurfacing on Landmeier Rd from Lively Blvd. to Cambridge Dr. in Elk Grove Village.

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 61K19

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

LANDMEIER ROAD AND IL ROUTE 83 (BUSSE ROAD) INTERSECTION RESURFACING

SECTION NO. 22-00078-00-RS

VILLAGE OF ELK GROVE VILLAGE

SPECIAL PROVISIONS

TABLE OF CONTENTS

PART 1- GENERAL SPECIAL PROVISIONS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

REMOVAL OF REGULATED SUBSTANCES

PERMIT AND BONDS

MAINTENANCE OF ACCESS TO RESIDENCES, BUSINESSES, AND SCHOOLS

PRESERVATION OF TREES AND LANDSCAPING

SITE OBJECTS

MATERIAL TESTING AND INSPECTION (EGV)

BUSINESS LICENSE (EGV)

MAINTENANCE OF THE CONSTRUCTION SITE (EGV)

USE OF VILLAGE WATER (EGV)

PROTECTION OF EXISTING INFRASTRUCTURE (EGV)

PROTECTION OF EXISTING DRAINAGE FACILITIES DURING CONSTRUCTION (EGV)

COMPLETION DATE PLUS WORKING DAYS

FAILURE TO COMPLETE PLANT CARE AND ESTABLISHMENT WORK ON TIME

CONCRETE WASHOUT FACILITY

SAW CUTTING

STATUS OF UTILITIES (D-1)

PUBLIC CONVENIENCE AND SAFETY (D1)

MAINTENANCE OF ROADWAYS (D1)

KEEPING ARTERIAL ROADWAYS OPEN TO TRAFFIC (LANE CLOSURES ONLY)

AVAILABLE REPORTS (D1 LR)

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D1)

ADJUSTMENTS AND RECONSTRUCTIONS (D1)

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D1)

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

TRAFFIC CONTROL PLAN (D1)

FRICTION AGGREGATE (D1)

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

TRAFFIC SIGNAL GENERAL REQUIREMENTS

RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM

COILABLE NON-METALLIC CONDUIT

UNDERGROUND RACEWAYS

ELECTRIC CABLE

EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C

PEDESTRIAN SIGNAL POST

MAST ARM ASSEMBLY AND POLE

CONCRETE FOUNDATIONS

DETECTOR LOOP

DETECTOR LOOP REPLACEMENT AND/OR INSTALLATION (ROADWAY GRINDING, RESURFACING, &

PATCHING OPERATIONS)

RELOCATE EXISTING EMERGENCY VEHICLE PRIORITY SYSTEM, DETECTOR UNIT

ACCESSIBLE PEDESTRIAN SIGNALS

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

PART 2- PAY ITEM SPECIAL PROVISIONS

25200200 SUPPLEMENTAL WATERING

60623745 CONCRETE MEDIAN TRANSITION

70107025 CHANGEABLE MESSAGE SIGN

89501250 – RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT

X1400424 – ELECTRIC CABLE IN CONDUIT, STREET NAME SIGN, NO. 14 3C, TYPE SOOW

X2130010 EXPLORATION TRENCH (SPECIAL)

X4240430, X4240460 PORTLAND CEMENT CONCRETE SIDEWALK (SPECIAL)

X4240800 DETECTABLE WARNINGS (SPECIAL)

X4401198 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH

X4406812 - PORTLAND CEMENT CONCRETE SURFACE REMOVAL, 1 ½”

X5510010 STORM SEWER CONNECTION

60257900, 60265700, 60266600, X6025300, X6025600, X6026050, X6026200 DRAINAGE AND UTILITY

STRUCTURES TO BE ADJUSTED OR RECONSTRUCTED

X6026050 SANITARY MANHOLES TO BE ADJUSTED

X6060034 COMBINATION CONCRETE CURB AND GUTTER TRANSITION

X8130130 JUNCTION BOX TO BE ADJUSTED

X8440110 RELOCATE EXISTING LIGHT POLE WITH LUMINAIRE

Z0018905 DRILL AND GROUT BARS

TEMPORARY INFORMATION SIGNING

LOCAL ROADS SPECIAL PROVISION FOR INSURANCE (LR107-4)…………………………………………………………..73

LOCAL ROADS SPECIAL PROVISION FOR LOCAL QC/QA (LR1030-2)……………………………………………………..74

COOK COUNTY DOTH - POLICIES AND PERMIT...........................................……………………………..…………..76

LPC-663 UNCONTAMINATED SOIL CERTIFICATION………………………..…….…………………………………………...103

FAA DETERMINATION OF NO HAZARD……………………………………………………………………………………….…..…105

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 125 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 128 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 130 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 147 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 151 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 153 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026 80467 Erosion Control Blanket Aug. 1, 2025 80229 157 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025 80456 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 160 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 162 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 164 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 165 Pavement Patching Aug. 1, 2025 80441 166 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 172 Raised Reflective Pavement Markers Nov. 1, 2025 80455 173 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025

* 80445 Seeding Nov. 1, 2022 July 1, 2026 80457 175 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 179 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 181 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 183 Subcontractor and DBE Payment Reporting April 2, 2018 80391 184 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 185 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised 80482 186 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 188 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 194 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 195 Traffic Signal Backplate Aug. 1, 2025 20338 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 196 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 197 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 198 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80485 201 Work Zone Width Restriction July 1, 2026 80071 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.

√ 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

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 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 202 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 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 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

VILLAGE OF ELK GROVE VILLAGE

PART 1- GENERAL SPECIAL PROVISIONS

The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, adopted January 1, 2022 (hereinafter referred to as the "Standard Specifications"); the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”; the “Manual of Test Procedures for Materials” in effect on the date of invitation for bids; the “Water & Sewer Main Construction in Illinois” 2014 Seventh Edition; and the “Supplemental Specifications and Recurring Special Provisions”, adopted January 1, 2026, indicated on the Check Sheet included herein; all of which apply to and govern the construction of the Local Improvement, 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

This project is located along Landmeier Road between Lively Boulevard and Cambridge Drive in the Village of Elk Grove Village, Cook County, Illinois. The project includes Landmeier Road only, and does not include resurfacing the intersection at IL Route 83 (Busse Road). Work at the intersection with IL Route 83 includes traffic signal relocation and ADA improvements. The gross length of the project is 1,982 feet (0.375 mile) and the net length of the project is 1,785 feet (0.338 mile).

DESCRIPTION OF PROJECT

This work consists of hot-mix asphalt surface and binder course removal, pavement patching, hot-mix asphalt binder course, hot-mix asphalt surface course, combination concrete curb and gutter removal and replacement, new drainage structures and storm sewer, sidewalk removal and replacement, new sidewalk, traffic signal relocation, Accessible Pedestrian Signal (APS) and ADA improvements, structure adjustments, pavement markings along with all incidental and collateral work to complete the project as shown on the plans and described herein.

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

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

VILLAGE OF ELK GROVE VILLAGE

Site 4479-1: Commercial Building, 930-934 Busse Road and 1670 Landmeier Road, Elk Grove Village, Cook County All excavation planned at the northeast quadrant at the intersection of IL 83 (Busse Road) and

Landmeier Road. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters:

VOCs, SVOCs and Metals.

Site 4479-2: Regent O’Hare Business Center, 901-985 Busse Road, Elk Grove Village, Cook County All excavation planned at the northwest quadrant at the intersection of IL 83 (Busse Road) and

Landmeier Road. The Engineer has determined this material meets the criteria of and shall be

Site 4479-4: Commercial Building, 1699 Landmeier Road, Elk Grove Village, Cook County All excavation planned at the southwest quadrant at the intersection of IL 83 (Busse Road) and

Landmeier Road. The Engineer has determined this material meets the criteria of and shall be

Site 4479-5: Park, Commercial Building, 1001-1101 Busse Road, Elk Grove Village, Cook County All excavation planned at the southeast quadrant at the intersection of IL 83 (Busse Road) and

Landmeier Road. The Engineer has determined this material meets the criteria of and shall be

Site 1: Strobbe, Inc., 1501 Landmeier Road, Elk Grove Village, Cook County Station 603+75 to Station 604+75 (CL Landmeier Road), 0’ to 50’ RT, 0’ to 3’ depth. All excavation planned for earth excavation, sidewalk installation and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(b)(3).

Contaminants of concern sampling parameters: benzo(a)pyrene.

Site 2: Edward Engineering, 1555 Landmeier Road, Elk Grove Village, Cook County Station 604+75 to Station 608+75 (CL Landmeier Road), 0 to 58’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(3). Contaminants of concern sampling parameters: benzo(a)pyrene.

Site 3: Holiday Inn Chicago-Elk Grove, 1000 Busse Road, Elk Grove Village, Cook County Station 608+75 to Station 612+45 (CL Landmeier Road), 0 to 65’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and

VILLAGE OF ELK GROVE VILLAGE

Site 4: Exxon Mobil, 1699 Busse Road, Elk Grove Village, Cook County Station 612+45 to Station 614+00 (CL Landmeier Road), 0 to 70’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and

Site 5: General Motors Corp., 1001 Busse Road, Elk Grove Village, Cook County Station 616+00 to Station 619+00 (CL Landmeier Road), 0 to 80’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(3). Contaminants of concern sampling parameters: benzo(a)pyrene.

Station 619+00 to Station 623+50 (CL Landmeier Road), 0 to 55’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and

Site 6: Atlas Toyota Material Handling, 1815 Landmeier Road, Elk Grove Village, Cook County Station 623+50 to Station 624+50 (CL Landmeier Road), 0 to 55’ RT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and

Site 7: Welsh Machine Tool Company, 1800 Landmeier Road, Elk Grove Village, Cook County Station 619+73 to Station 624+50 (CL Landmeier Road), 0 to 85’ LT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters: benzo(b)fluorathene.

Site 8: Welsh Machine Tool Company, 1800 Landmeier Road, Elk Grove Village, Cook County Station 615+96 to Station 619+73 (CL Landmeier Road), 0 to 75’ LT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of concern sampling parameters: manganese.

Site 9: Office Depot, 1670 Landmeier Road, Elk Grove Village, Cook County Station 610+58 to Station 614+00 (CL Landmeier Road), 0 to 70’ LT, 0’ to 3’ depth. All excavation planned for roadway patching, storm sewer installation, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(3). Contaminants of concern sampling parameters: benzo(a)pyrene.

VILLAGE OF ELK GROVE VILLAGE

Site 10: Warfield Electric, 1612 Landmeier Road, Elk Grove Village, Cook County Station 615+96 to Station 619+73 (CL Landmeier Road), 0 to 47’ LT, 0’ to 3’ depth. All excavation planned for roadway patching, curb and gutter removal and replacement, sidewalk removal and replacement and restoration. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of concern sampling parameters: pH, manganese.

WORK ZONES

Three distinct OSHA HAZWOPER work zones (exclusion, decontamination, and support) shall apply to projects adjacent to or within sites with documented leaking underground storage tank (LUST) incidents, or sites under management in accordance with the requirements of the Site Remediation Program (SRP), Resource Conservation and Recovery Act (RCRA), or Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), or as deemed necessary. For this project, the work zones apply for the following ISGS PESA Sites: None

PERMIT AND BONDS

The Contractor prior to the start of construction will obtain necessary State, County permits, or other public agencies as required to perform the work outlined under this contract. It shall be the Contractor’s responsibility to conduct his/her operations in such a manner so as to comply with all provisions and conditions of the permits. The Contractor shall also provide all necessary bonds and certificates of insurance for work on or adjacent to any State or County highway or for work within their respective right-of-way. The cost of providing bonds and insurance, and complying with the provisions and conditions of the permits shall be considered as included in the cost of the contract.

Permits are required from the following agencies:

• Cook County Department of Transportation and Highways

The Village has submitted the plans to these agencies for the required permits; however those permits not included in the bid documents have not been received as of the date of these documents. No work that is covered by these permits shall begin until the required permits have been received. The Contractor shall be required to complete all forms requested by the permitting agencies.

The Department reserves the right to not issue the Notice to Proceed until all permits have been received.

There shall be no damages or additional compensation due to the Contractor for delays due to delay in obtaining the permits, and the Contractor’s sole remedy, where applicable and approved by the Engineer, shall be an extension of time.

MAINTENANCE OF ACCESS TO RESIDENCES, BUSINESSES, AND SCHOOLS

This work shall be in accordance with Article 107.09 of the Standard Specifications, insofar as applicable, and the following provisions.

No work shall take place on both sides of the street at the same time without prior approval of the Village Engineer. Failure to follow this requirement will result in a “Traffic Control Deficiency” with penalties assessed in accordance with section 105.03 (b) of the Standard Specifications.

The Contractor shall contact a property owner at minimum of 48 hours prior to disruption of access and provide a Village-prepared notice to affected parties. Every effort shall be made by the Contractor to

VILLAGE OF ELK GROVE VILLAGE

affirmatively notify these properties (i.e., knock on doors) again when access is about to be closed. The Contractor shall be responsible for maintaining barricades to restrict access during his/her operation.

The Contractor may close one access point to a property for a period not exceeding six (6) hours without prior approval by the Village only if another existing drive serves the loading and parking areas of the business. Half-width pours for concrete curb, driveway apron, and sidewalk may be necessary to meet this requirement.

The Village will notify schools of work on adjacent streets. The Contractor shall schedule work to avoid activity during peak drop-off and pick-up times. No compensation will be paid for any inconvenience, delay, or loss experienced by the Contractor because of adjustments to their normal schedule.

Temporary stone, or another method approved by the Village, shall be used to maintain access between removal and formwork, if the Contractor exceeds the calendar day limitation for any reason.

Maintenance of access will not be paid for separately but shall be included in the contract unit prices. The Contractor will be subject to the Special Provision for Failure to Complete the Work on Time for exceeding the maximum calendar days of disruption and/or closures stipulated herein.

PRESERVATION OF TREES AND LANDSCAPING

The Contractor will make every effort when working near trees and landscape beds to preserve them from harm. Tree branches will not be cut, pruned, or trimmed by the Contractor. All equipment, supplies, and excavated material will be kept out of the drip line of existing trees. When tree limbs, trunks or roots of trees are damaged, the Village will determine whether the tree can be repaired. Repairs may include, but are not limited to pruning of broken limbs, removal of loose bark, and proper shaping of wounds, thinning of crown to compensate for root loss, fertilization, straightening, and staking. The Village reserves the right to perform the repairs with municipal forces and will back charge the Contractor for such repairs.

Landscape beds damaged by the Contractor shall be restored in kind as directed by the Village.

The cost of all materials required and all labor necessary to comply with the above Provisions will not be paid for separately, but shall be considered as included in the unit bid prices of the contract, and no additional compensation will be allowed.

SITE OBJECTS

Removal of miscellaneous improvements including, but not limited to, block retaining walls, concrete retaining walls, landscape timbers, landscape rocks, fences, fence posts, planters, vegetation, brick or brick paver walkways within the right of way limits shall be included in the contract. The Contractor shall contact the adjacent property owner to determine if such items shall be returned to the property owner or be disposed of properly. No additional compensation shall be allowed to the Contractor for this work.

MATERIAL TESTING AND INSPECTION (EGV)

EGV: January 2022

All materials incorporated into this project must be inspected and tested for compliance with the requirements of the IDOT Standard Specifications, Supplemental Specifications, Recurring Special Provisions, contract special provisions, and the IDOT Project Procedures Guide. The Village will retain a consultant to manage the Quality Assurance (QA) requirements for hot-mix asphalt (HMA) and portland cement concrete (PCC) items; QA plant, field, and lab tests; and reporting the results.

BUSINESS LICENSE (EGV)

EGV: January 2022

The Contractor and all Sub-contractors prior to the start of construction shall obtain a Village Business License, as required by the Village of Elk Grove Village. The cost to obtain a Village Business License shall be included in the cost of the bid items in the contract. For more information, please contact the Finance Department at (847) 357-4062 or visit the Village’s website at www.elkgrove.org/government/finance-department/business-licenses.

MAINTENANCE OF THE CONSTRUCTION SITE (EGV)

EGV: January 2022

The Contractor shall be responsible for sweeping/cleaning streets of any debris and material that has accumulated as a result of daily construction activities in accordance with Article 107.15 of the Standard Specifications. This work shall also include cleaning the surrounding streets of any discharges from vehicles entering/exiting the work area. If street cleaning is not completed as requested by the Village, the Contractor will be assessed a Traffic Control Deficiency in accordance with section 105.03 (b) of the Standard Specifications.

All areas that are temporarily seeded shall be maintained by the Contractor for the duration of the project.

This work shall include mowing so that no grass or weeds exceed 6” in height. The cost of this work shall not be paid for separately but shall be included in the contract.

USE OF VILLAGE WATER (EGV)

EGV: January 2022

This work shall be in accordance with Article 107.18 of the Standard Specifications, expect NO fire hydrants shall be used within the Village limits. Water can be obtained at the James Paul Petri Public Works Facility, 450 E. Devon Avenue, Elk Grove Village, IL 60007. This water will be at no cost to the contractor working for the Village.

PROTECTION OF EXISTING INFRASTRUCTURE (EGV)

EGV: January 2022

This work shall consist of the protection of the existing concrete sidewalks, driveway aprons, curb and decorative crosswalks during the construction from damage by the Contractor’s negligence by use of trucks, excavating equipment, placement of bituminous materials and any other equipment used by the Contractor. Any cleaning required or directed by the Village shall be completed per manufacturer’s specification and approved by the Village.

When removing curb and gutter, pavement or any other structure, the Contractor shall take every precaution necessary to ensure that there will be no damage to underground public or private utilities.

Under no circumstances will the use of a frost ball concrete breaker be allowed.

The Contractor shall use plywood sheets, wood planks or other approved material to protect the existing sidewalks, aprons, curbs and decorative crosswalks from damage by the Contractor’s equipment and trucks.

The cost to furnish, place, move and dispose of approved materials as needed to continually protect and clean the existing roadways, concrete, and crosswalks will not be paid for separately, but shall be considered as included in the unit bid prices of the contract, and no additional compensation will be allowed.

PROTECTION OF EXISTING DRAINAGE FACILITIES DURING CONSTRUCTION (EGV)

EGV: January 2022

Unless otherwise noted on the plans, the existing drainage facilities shall remain in use during the period of construction. Locations of existing drainage structures and sewers as shown on the plans are approximate. Prior to commencing work, the Contractor, at his/her own expense, shall determine the exact locations of existing structures which are within the proposed construction limit.

All existing drainage structures are to be kept free of any debris resulting from the Contractor's construction operations. Any debris in the drainage structures resulting from construction operations shall be removed at the Contractor's own expense, and no extra compensation will be allowed. Should reconstruction or adjustment of a drainage structure be required by the Village in the field, the necessary work and payment shall be in accordance with the pay items and special provisions included in this contract.

The Contractor shall take the necessary precautions when working near or above existing sewers in order to protect these pipes during construction from any damage resulting from his/her operations. All work and material necessary to replace existing sewers damaged because of noncompliance with this provision shall be as directed by the Village in accordance with Section 550 of the Standard Specifications and at the Contractor’s own expense, and no additional compensation will be allowed.

During construction, if the Contractor encounters or otherwise becomes aware of any sewers, underdrains or field drains within the right-of-way other than those shown on the plans, he/she shall so inform the Village, who shall direct the work necessary to maintain or replace the facilities in service and to protect them from damage during construction if maintained. Existing facilities to be maintained that are damaged because of the non-compliance with this provision shall be replaced at the Contractor's own expense.

COMPLETION DATE PLUS WORKING DAYS

Revise Article 108.05 (b) of the Standard Specifications as follows:

“When a completion date plus working days is specified, the Contractor shall complete all contract items and safely open all roadways to traffic by 11:59 PM on, August 13, 2027 except as specified herein.

The Contractor will be allowed to complete all landscaping items, clean-up work and punch list items within 10 working days after the completion date for opening the roadway to traffic. Under extenuating circumstances the Engineer may direct that certain items of work, not affecting the safe opening of the roadway to traffic, may be completed within the working days allowed for clean-up work and punch list items. Temporary lane closures for this work may be allowed at the discretion of the Engineer.

Article 108.09 or the Special Provision for “Failure to Complete the Work on Time”, if included in this contract, shall apply to both the completion date and the number of working days.

VILLAGE OF ELK GROVE VILLAGE

FAILURE TO COMPLETE PLANT CARE AND ESTABLISHMENT WORK ON TIME

Should the Contractor fail to complete the plant care and/or supplemental watering work as per the standard specifications or within 24 hours notification from the Engineer, or within such extended times as may have been allowed by the Department, the Contractor shall be liable to the Department in the amount of:

$20.00 per sq yd sod/per day not as penalty but as liquidated damages, for each calendar day or a portion thereof of overrun in the contract time or such extended time as may have been allowed.

In fixing the damages as set out herein, the desire is to establish a mode of calculation for the work since the Department’s actual loss, in the event of delay, cannot be predetermined, would be difficult of ascertainment, and a matter of argument and unprofitable litigation. This said mode is an equitable rule for measurement of the Department’s actual loss and fairly takes into account the loss of the sod if the watering or plant care is delayed. The Department shall not be required to provide any actual loss in order to recover these liquidated damages provided herein, as said damages are very difficult to ascertain.

Furthermore, no provision of this clause shall be construed as a penalty, as such is not the intention of the parties.

A calendar day is every day shown on the calendar and starts at 12:00 midnight and ends at the following 12:00 midnight, twenty-four hours later.

CONCRETE WASHOUT FACILITY

EGV: January 2022

The Contractor shall take sufficient precautions to prevent pollution of streams, lakes, reservoirs, and wetlands with fuels, oils, bitumen, calcium chloride, or other harmful materials according to Article 107.23 of the Standard Specifications.

To prevent pollution by residual concrete and/or the by-product of washing out the concrete trucks, concrete washout facilities shall be constructed and maintained on any project which includes cast-in-place concrete items. The concrete washout shall be constructed, maintained, and removed according to this special provision.

The concrete washout facility shall be constructed on the job site in accordance with Illinois Urban Manual practice standard for Temporary Concrete Washout Facility. The Contractor may elect to use a pre-fabricated portable concrete washout structure. The Contractor shall submit a plan for the concrete washout facility, to the Village for approval, a minimum of 10 calendar days before the first concrete pour.

The working concrete washout facility shall be in place before any delivery of concrete to the site. The Contractor shall ensure that all concrete washout activities are limited to the designated area.

The concrete washout facility shall be located no closer than 50 feet from any environmentally sensitive areas, such as water bodies, wetlands, and/or other areas indicated on the plans. Adequate signage shall be placed at the washout facility and elsewhere as necessary to clearly indicate the location of the concrete washout facility to the operators of concrete trucks.

The concrete washout facility shall be adequately sized to fully contain the concrete washout needs of the project. The contents of the concrete washout facility shall not exceed 75% of the facility capacity. Once the 75% capacity is reached, concrete placement shall be discontinued until the facility is cleaned out.

Hardened concrete shall be removed and properly disposed of outside the right-of-way. Slurry shall be

VILLAGE OF ELK GROVE VILLAGE

allowed to evaporate, or shall be removed and properly disposed of outside the right-of-way. The Contractor shall immediately replace damaged basin liners or other washout facility components to prevent leakage of concrete waste from the washout facility. Concrete washout facilities shall be inspected by the Contractor after each use. Any and all spills shall be reported to the Village and cleaned up immediately. The Contractor shall remove the concrete washout facility when it is no longer needed.

This work will not be paid for separately, but shall be included in the cost of the concrete work items included in the contract.

SAW CUTTING

EGV: January 2022

This work shall consist of sawing full depth joints in the existing roadway, bituminous surface, curb and gutter, driveway, and sidewalk in order to separate those portions to be removed from those which will remain in place. This work shall be performed at the locations specified on the plans and/or as otherwise designated by the Village.

The Contractor will be required to saw vertical cuts so as to form clean vertical joints. Should the Contractor deface any edge, a new sawed joint shall be provided and any additional work, including removal and replacement, will be done at the Contractor's expense.

It is the Contractor's responsibility to determine the thickness of the existing pavement and whether or not it contains reinforcement.

This work shall not be measured for payment but shall be considered included in the price for the items being removed.

STATUS OF UTILITIES (D-1)

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

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

UTILITIES TO BE ADJUSTED

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

VILLAGE OF ELK GROVE VILLAGE

Pre-Stage

STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE AGENCY DURATION OF TIME

Sta. 604+97 RT Utility

Pedestal

Utility pedestal is in conflict with proposed sidewalk.

AT&T 3 days installation

Sta. 615+78 LT Sta. 615+80 RT Sta. 615+83 RT Sta. 615+84 LT

Petroleum Pipeline Vent

Petroleum pipeline vents are in conflict with proposed ADA ramps

Buckeye Partners 2 days installation

Sta. 614+17 LT Petroleum

Pipeline Vent

Petroleum pipeline vent is in conflict with proposed ADA ramps

Westshore Pipeline 0.5 day installation

Sta. 615+79 LT Sta. 615+80 RT Sta. 615+83 RT Sta. 615+84 LT

Petroleum Pipeline Marker

Petroleum pipeline marker is in conflict with the proposed

ADA ramps.

Buckeye Partners 0.5 day installation

Stage 1

STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE AGENCY DURATION OF TIME

Sta. 607+70 RT Sta. 614+02 RT

Water Main Valve Box

Valve boxes are in conflict with the proposed resurfacing.