BLR 12200 (Rev. 01/19/23)Page 2 of 6Completed07/24/26

Route(s) (Street/Road Name)

Various Section Number

26-00577-00-RS

County

Will Local Public Agency

City of Joliet

NOTICE TO BIDDERS

Sealed proposals for the project described below will be received at the office of Name of Office

CITY CLERK

Address 150 W. JEFFERSON STREET, JOLIET, IL 60432 until

Time 10:00 AM on

Date 08/17/26 .

Sealed proposals will be opened and read publicly at the office of Name of Office

CONFERENCE ROOM 1

Address 150 W. JEFFERSON STREET, JOLIET, IL 60432 at

Time 10:00 AM on

Date 08/17/26 .

DESCRIPTION OF WORK

Location

VARIOUS

Project Length

Proposed Improvement HMA binder and surface courses, structure adjustments, restoration and associated appurtenances to complete the work

1. Plans and proposal forms will be available in the office of City Clerk 150 W. Jefferson St.

Joliet, IL 60432

2. Prequalification

If checked, the 2 apparent as read low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57) in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and two originals with the IDOT District Office.

3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals.

4. The following BLR Forms shall be returned by the bidder to the Awarding Authority:

a. Local Public Agency Formal Contract Proposal (BLR 12200)

b. Schedule of Prices (BLR 12201)

c. Proposal Bid Bond (BLR 12230) (if applicable)

d. Apprenticeship or Training Program Certification (BLR 12325) (do not use for project with Federal funds.)

e. Affidavit of Illinois Business Office (BLR 12326) (do not use for project with Federal funds)

5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided.

6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case, be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.

7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.

8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the

Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened.

9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals.

1.6 miles

BLR 12200 (Rev. 01/19/23)Page 3 of 6Completed07/24/26

Various Section Number

26-00577-00-RS

County

Will Local Public Agency

City of Joliet

PROPOSAL

1. Proposal of Contractor's Name

Contractor's Address

2. The plans for the proposed work are those prepared by the City of Joliet and approved by the Department of Transportation on .

3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard Specifications for Road and Bridge Construction" and the " Supplemental Specifications and Recurring Special Provisions" thereto, adopted and in effect on the date of invitation for bids.

4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the "Check Sheet for Recurring Special Provisions" contained in this proposal.

5. The undersigned agrees to complete the work within working days or by 10/30/26 is granted in accordance with the specifications.

6. The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond of check shall be forfeited to the Awarding Authority.

7. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the products of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. A bid may be declared unacceptable if neither a unit price nor a total price is shown.

8. The undersigned submits herewith the schedule of prices on BLR 12201 covering the work to be performed under this contract.

9. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12201, the work shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids below.

10. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for unless additional time

Contract Proposals, will be required. Bid Bonds will be allowed as a proposal guaranty. Accompanying this proposal is either a bid bond, if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable to: City Treasurer of Joliet .

The amount of the check is ( ).

Attach Cashier's Check or Certified Check Here

In the event that one proposal guaranty check is intended to cover two or more bid proposals, the amount must be equal to the sum of the proposal guaranties which would be required for each individual bid proposal. If the proposal guaranty check is placed in another bid proposal, state below where it may be found.

The proposal guaranty check will be found in the bid proposal for: Section Number 26-00577-00-RS .

BLR 12200 (Rev. 01/19/23)Page 4 of 6Completed07/24/26

Various Section Number

26-00577-00-RS

County

Will Local Public Agency

City of Joliet

CONTRACTOR CERTIFICATIONS

The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the Department enter into the contract with the bidder.

1. Debt Delinquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedure established by the appropriate Revenue Act, its liability for the tax or the amount of the tax. Making a false statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action.

2. Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.

A violation of section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony sentencing, provides that any person convicted of this offense, or any similar offense of any state or the United States which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent on behalf of the corporation.

A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be permanently barred from contracting with any unit of State of Local government. No corporation shall be barred from contracting with any unit of State or Local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent on behalf of the corporation.

3. Bribery. The bidder or contractor or subcontractor, respectively, certifies that, it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such conduct which is a matter or record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm.

4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative code. Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be canceled.

BLR 12200 (Rev. 01/19/23)Page 5 of 6Completed07/24/26

Various Section Number

26-00577-00-RS

County

Will Local Public Agency

City of Joliet

SIGNATURES

(If an individual)

Business Address

City State Zip Code

(If a partnership) Firm Name

Title

Business Address

City State Zip Code

Insert the Names and Addresses of all Partners

(If a corporation) Corporate Name

Title

Business Address

City State Zip Code

Insert Names of Officers President

Bidder Signature & Date

Signature & Date

BLR 12200 (Rev. 01/19/23)Page 6 of 6Completed07/24/26

Secretary

Treasurer Attest:

Secretary

State

Item Number

1 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 3842

2 TON 5173

3 HOT-MIX ASPHALT BINDER COURSE, IL-19, N50 TON 8610

4 LEVELING BINDER 1873

5 BITUMINOUS MATERIALS (TACK COAT) POUND 39792

6 DETECTABLE WARNINGS SQ FT 870

7 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE

DEPTH SQ YD 58950

8 DRIVEWAY PAVEMENT REMOVAL SQ YD 650

9 FOOT 6080

10 SIDEWALK REMOVAL SQ FT 24240

11 CLASS D PATCHES, 8" SQ YD 1315

12 PARTIAL DEPTH PATCH SQ YD 465

13 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 24836

14 SQ YD 120

15 SQ YD 454

16 HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3" SQ YD 650

Route(s) (Street/Road Name)

Schedule for Multiple Bids Combination Letter Total

Contractor's Address City

Contractor's Name

Schedule of Prices

Zip Code

Local Public Agency Section Number

City of Joliet 26-00577-00-RSWill

County

Schedule for Single Bid (For complete information covering these items, see plans and specifications.)

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50

Items Unit Quantity Unit Price Total

TON

COMBINATION CURB AND GUTTER REMOVAL AND

REPLACEMENT

PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND

REPLACEMENT 6"

PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND

REPLACEMENT 8"

Printed 7/23/2026 1 of 2 BLR 12201 (Rev. 05/07/21)

17 STRUCTURES TO BE ADJUSTED EACH 171

18 SANITARY MANHOLES TO BE ADJUSTED EACH 12

19 STRUCTURES TO BE RECONSTRUCTED EACH 20

20 MANHOLE LIDS EACH 27

21 FRAMES AND LIDS EACH 54

22 AGGREGATE FOR TEMPORARY ACCESS TON 250

23 REBUILD EXISTING HANDHOLE EACH 5

24 HANDHOLE REMOVAL AND REPLACEMENT EACH 1

25 VIDEO DETECTION SYSTEM, SINGLE APPROACH EACH 14

26 NEW APS PEDESTRIAN SIGNAL BUTTON W/INSTALL EACH 21

27 NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD

W/INSTALL 24

28 PEDESTRIAN SIGNAL POST, 10 FOOT (SPECIAL) 3

29 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 26325

30 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 3940

31 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT 805

32 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 453

33 SQ FT 799

34 GROOVING FOR RECESSED PAVMENT MARKING 5" FOOT 26325

35 GROOVING FOR RECESSED PAVMENT MARKING 7" FOOT 3940

36 TEMPORARY PAVEMENT MARKING 4" PAINT FOOT 8500

38 TEMPORARY PAVEMENT MARKING 24" PAINT FOOT 620

38 TEMPORARY PAVEMENT MARKING L & S PAINT SQ FT 757

39 TEMPORARY MARKING TAPE R & R FOOT 2900

40 EACH 746

41 TREE ROOT PRUNING EACH 59

42 LANDSCAPE RESTORATION SQ YD 2584

43 SQ FT 39

44 SUMP LINE CONNECTION TIE IN EACH 1

45 MAINTENANCE OF EXISTING TRAFFIC SIGNAL

INSTALLATION 4

46 TRAFFIC CONTROL AND PROTECTION L SUM 1

EACH

STREETSCAPE BRICK REMOVAL AND REPLACEMENT

EACH

EACH

THERMOPLASTIC PAVEMENT MARKING - LINE/SYMBOLS

Bidder's Total Proposal

1. Each pay item should have a unit price and a total price.

2. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern.

3. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price.

4. A bid may be declared unacceptable if neither a unit price or total price is shown.

RAISED REFLECTIVE PAVEMENT MARKER REMOVAL

Printed 7/23/2026 2 of 2 BLR 12201 (Rev. 05/07/21) ii

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 iii

1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment iv

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 87 2 Subletting of Contracts (Federal-Aid Contracts)

3 EEO

4 Specific EEO Responsibilities Nonfederal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt

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 v

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

LRS1 Reserved LRS2 Furnished Excavation LRS3 Work Zone Traffic Control Surveillance LRS4 Flaggers in Work Zones LRS5 Contract Claims LRS6 Bidding Requirements and Conditions for Contract Proposals LRS7 Bidding Requirements and Conditions for Material Proposals LRS8 Reserved LRS9 Bituminous Surface Treatments LRS10 Reserved LRS11 Employment Practices LRS12 Wages of Employees in Public Works LRS13 Selection of Labor LRS14 Paving Brick and Concrete Paver Pavements and Sidewalks LRS15 Partial Payments LRS16 Protests on Local Lettings LRS17 Substance Abuse Prevention Program LRS18 Multigrade Cold Mix Asphalt LRS19 Reflective Crack Control Treatment

Check Sheet for Recurring Special Provisions

Page 1 of 2 BLR 11300 (Rev. 10/27/25)Printed 07/24/26

Local Public Agency

City of Joliet County

Will Section Number

26-00577-00-RS

Check this box for lettings prior to 01/01/2026

The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:

Recurring Special Provisions Check Sheet # Page No.

1 Additional State Requirements for Federal-Aid Construction Contracts 87 2 Subletting of Contracts (Federal-Aid Contracts) 90

3 EEO 91

4 Specific EEO Responsibilities Non Federal-Aid Contracts 101 5 Required Provisions - State Contracts 106 6 Asbestos Bearing Pad Removal 112 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 113 8 Temporary Stream Crossings and In-Stream Work Pads 114 9 Construction Layout Stakes 115 10 Use of Geotextile Fabric for Railroad Crossing 118 11 Subsealing of Concrete Pavements 120 12 Hot-Mix Asphalt Surface Correction 124 13 Pavement and Shoulder Resurfacing 126 14 Patching with Hot-Mix Asphalt Overlay Removal 127 15 Polymer Concrete 129 16 Reserved 131 17 Bicycle Racks 132 18 Temporary Portable Bridge Traffic Signals 134 19 Nighttime Inspection of Roadway Lighting 136 20 English Substitution of Metric Bolts 137 21 Calcium Chloride Accelerator for Portland Cement Concrete 138 22 Quality Control of Concrete Mixtures at the Plant 139 23 Quality Control/Quality Assurance of Concrete Mixtures 147 24 Reserved 163 25 Reserved 164 26 Temporary Raised Pavement Markers 165 27 Restoring Bridge Approach Pavements Using High-Density Foam 166 28 Portland Cement Concrete Inlay or Overlay 169 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 173 30 Longitudinal Joint and Crack Patching 176 31 Concrete Mix Design - Department Provided 178 32 Station Numbers in Pavements or Overlays 179

Page 2 of 2 BLR 11300 (Rev. 10/27/25)

Local Public Agency

City of Joliet County

Will Section Number

26-00577-00-RS

Printed 07/24/26

The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:

Local Roads And Streets Recurring Special Provisions

Check Sheet # Page No.

LRS 1 Reserved 181

LRS 2 Furnished Excavation 182

LRS 3 Work Zone Traffic Control Surveillance 183

LRS 4 Flaggers in Work Zones 184

LRS 5 Contract Claims 185

LRS 6 Bidding Requirements and Conditions for Contract Proposals 186

LRS 7 Bidding Requirements and Conditions for Material Proposals 192

LRS 8 Reserved 198

LRS 9 Bituminous Surface Treatments 199

LRS 10 Reserved 203

LRS 11 Employment Practices 204

LRS 12 Wages of Employees on Public Works 206

LRS 13 Selection of Labor 208

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 209

LRS 15 Partial Payments 212

LRS 16 Protests on Local Lettings 213

LRS 17 Substance Abuse Prevention Program 214

LRS 18 Multigrade Cold Mix Asphalt 215

LRS 19 Reflective Crack Control Treatment 216

BDE SPECIAL PROVISIONS

For the July 31 and September 18, 2026 Lettings

The following special provisions indicated by a “check mark” are applicable to this contract and will be included by the Project Coordination and Implementation Section of the Bureau of Design & Environment (BDE).

File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 80274 2 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 3 Automated Flagger Assistance Devices Jan. 1, 2008 April 1, 2023 80173 4 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 5 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 6 Bridge Deck Concrete Overlays Jan. 1, 2026

* 80241 7 Bridge Demolition Debris July 1, 2009

* 5053I 8 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 9 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 10 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 11 Compensable Delay Costs June 2, 2017 April 1, 2019

* 80198 12 Completion Date (via calendar days) April 1, 2008

* 80199 13 Completion Date (via calendar days) Plus Working Days April 1, 2008

80461 14 Concrete Barrier Jan. 1, 2025 80453 15 Concrete Sealer Nov. 1, 2023 80261 16 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 17 Deck Slab Repair Jan. 1, 2026

* 80029 18 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 19 Erosion Control Blanket Aug. 1, 2025 80229 20 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 21 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 22 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 23 Guardrail Nov. 1, 2025 80472 24 High Friction Surface Treatment Nov. 1, 2025 80456 25 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 26 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 27 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 28 Inlet Filters April 1, 2026 80477 29 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 30 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 31 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 32 Pavement Marking April. 1, 2025 Nov. 1, 2025 80468 33 Pavement Patching Aug. 1, 2025 80441 34 Performance Graded Asphalt Binder Jan. 1, 2023 80459 35 Preformed Plastic Pavement Marking June 2, 2024

* 3426I 36 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 37 Raised Reflective Pavement Markers Nov. 1, 2025 80455 38 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 39 Residential Driveway Temporary Signal Nov. 1, 2025 80445 40 Seeding Nov. 1, 2022 July 1, 2026 80457 41 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 42 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 43 Sinusoidal Rumble Strips Jan. 1, 2026 80469 44 Slope Wall Aug. 1, 2025 80448 45 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 46 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 47 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 48 Structural Repair of Concrete Jan. 1, 2026 80397 49 Subcontractor and DBE Payment Reporting April 2, 2018 80391 50 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 51 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

80482 52 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 53 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 54 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 55 Surveying Services April 1, 2025 80481 56 Temporary Concrete Barrier Jan. 1, 2026 80466 57 Temporary Rumble Strips April 1, 2025 80484 58 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 59 Traffic Signal Backplate Aug. 1, 2025

* 20338 60 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 61 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 62 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 63 Waterproofing Membrane System Aug. 1, 2024 80302 64 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 65 Wood Sign Support Nov. 1, 2023 80427 66 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80485 67 Work Zone Width Restriction July 1, 2026

* 80071 68 Working Days Jan. 1, 2002

Highlighted items indicate a new or revised special provision for the letting.

An * indicates the special provision requires additional information from the designer, which needs to be submitted separately.

The Project Coordination and Implementation Section will then include the information in the applicable special provision.

The following special provisions are in the 2026 Supplemental Specifications and Recurring Special Provisions.

File Name Special Provision Title New Location(s) Effective Revised

80447 Grading and Shaping Ditches Articles 214.03 & 214.04 Jan. 1, 2023

CITY OF JOLIET

2026 CITY OF JOLIET MFT RESURFACING - CONTRACT B

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 of Materials” in effect on the date of invitation of bid, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 2026 City of Joliet MFT Resurfacing - Contract B, and in case of conflict with any part, of said Specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF PROJECT:

The project is located in the City of Joliet, IL. The table below describes the street locations and lengths:

STREET FROM TO LENGTH

CATON FARM HONORA DRAUDEN 3700’

HOUBOLT OLYMPIC McDONOUGH 4940’

DESCRIPTION OF PROJECT

This improvement shall consist of the removal of the existing surface course through cold milling to the depth indicated, hot-mix asphalt patching, placement of 2-1/2” HMA binder to establish a satisfactory cross slope and placement of 1-1/2” HMA surface course, driveway removal and replacement, sidewalk removal and replacement, installation of new sidewalk, detectable warnings and concrete curb and gutter removal and replacement, as well as all collateral work as directed by the Engineer.

MATERIAL INSPECTION

All hot mix asphalt and Portland cement concrete materials that are part of this project shall be tested and inspected in accordance with the Illinois Department of Transportation’s Project Procedures Guidelines (PPG) and the process and frequency of testing under the QC/QA specifications.

The Contractor shall provide documentation verifying that the mix designs to be used on the project for hot mix asphalt and Portland cement concrete meet IDOT specifications for the materials shown in the contract documents. This documentation as well as the mix designs shall be provided at the pre-construction meeting for the project.

The City’s consultant will perform the City’s QA testing of asphalt and concrete materials on-site and at the plant and act as the City’s QA Manager. The City’s consultant’s name and contact information will be provided at the project preconstruction meeting. The contractor shall provide a request for material testing by the City’s consultant by 4pm by email or fax and copy the City engineer, 48 hours in advance of construction for inspection of all hot mix asphalt and Portland cement concrete materials used on this project.

The cost for this work shall be considered incidental to the contract. No other compensation will be allowed for this work.

NOTIFICATION OF RESIDENTS

It shall be the contractors’ responsibility to notify the residents prior to any construction work to be done on their specific street. This notification shall include language stating that No On-Street parking shall be allowed from 7 AM to 5 PM. The method of notification shall be as approved by the City of Joliet. THIS METHOD OF NOTIFICATION MUST BE APPROVED PRIOR TO COMMENCEMENT OF WORK. In addition, notification for any construction work shall be made at a minimum prior to 24 hours and maximum 72 hours in advance of said work. There shall be no separate payment for this service but shall be considered incidental to Traffic Control and Protection. Failure to satisfactorily comply with this provision shall result in forfeiture of payment for Traffic Control and Protection.

EXISTING UTILITIES

Existing utilities are shown on the plans according to information obtained from Utility Companies and surveys. The Engineer and the City of Joliet does not guarantee the accuracy or completeness of this information. The Contractor shall make his own investigation to determine the existence, nature and location of all utility lines and appurtenances within the limits of the improvements. The Contractor will be responsible for performing exploratory excavation to expose any underground utility- including services- with a City representative present and identifying all possible utility conflicts within the proposed public improvement prior to excavating for the roadway. The Contractor shall backfill these exploratory excavation sites with trench backfill and shall maintain the roadway until all the identified utility conflicts are resolved. The cost of this exploratory excavation shall be considered incidental to the contract. No other compensation shall be allowed for this work.

The Contractor will be required to cooperate with all Contractors, Utility Companies and the City of Joliet involved with the removal, temporary relocation, reconstruction or abandonment by these agencies of any and all services or facilities owned or operated by them within the limits of this improvement. Before doing any work which will damage, disturb or leave unsupported or unprotected any utility lines or appurtenances encountered, the Contractor shall notify the respective owner thereof, who will make all arrangements for relocating, adjusting or otherwise maintaining or abandoning service on lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of all cables, manhole covers and other appurtenances which the owner desires to salvage. After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer.

The Contractor shall contact the involved utility companies not less than 48 hours prior to beginning construction. The majority of these utilities may be contacted through J.U.L.I.E. at (800) 892-0123. In addition, the Contractor shall be responsible to contact the City of Joliet utilities 48 hours prior to beginning the construction at (815) 740-2436. It shall remain the Contractor's responsibility to contact all utilities.

No extra compensation will be allowed the Contractor for any expenses incurred by complying with these requirements, or because of delays, inconvenience or interruptions in his work resulting from the failure of any Municipality or Utility Company to remove, relocate, reconstruct or abandon their services when required by the Contractor's operations. An extension of time may be granted to the extent the Contractor's operations were affected. The Contractor shall be responsible for coordinating his work with that of these agencies and ensure that this improvement is not delayed because of necessary changes in the existing utilities, public or private.

The Contractor shall take whatever precautions which may be necessary to protect the property of the various public utilities which may be located underground or above ground, at or adjacent to the site of this improvement. The contractor will be required to repair or replace at his own expense or bear the cost of having the utility repair or replace any public utility property which has been damaged through his efforts. The procedure and specifications of repair will be in accordance with the regulations and/or policy of the utility. The utilities shall be given notice by the Contractor to locate and identify all their installations at the site of this improvement.

INTERRUPTION TO UTILITIES

The Contractor shall proceed with caution in the excavation and preparation of the trench so that the exact location of underground structures may be determined. Prior to proceeding with trench excavation, the Contractor shall contact all utility companies in the area to aid in locating their underground services.

The Contractor shall take all reasonable precautions against damage to existing utilities.

However, in the event of a break in an existing watermain, gas main, sewer or underground cable, he shall immediately notify the responsible official of the organization operating the utility interrupted. The Contractor shall lend all possible assistance in restoring services and shall assume all cost, charges, or claims connected with the interruption and repair of such services.

TIMELINESS OF WORK

Due to the Contractor’s responsibility of notification, the Contractor shall be required to adhere to a mutually agreeable schedule of operations. There shall be no additional compensation for this work but shall be considered incidental to the contract. The contractor shall be responsible to notify residents on every street a minimum of 24 hours prior to any concrete removal, surface removal operations, patching and surface or binder placement. In addition, residents must be warned of “oil on pavement” signs a minimum of 24 hours prior to any prime material placement.

No street or alley shall go a period of 10 calendar days from the time of Hot Mix Asphalt Removal or Alley Grinding until the street or alley is paved and in usable condition. Failure to comply with this schedule will result in a credit to the City of Joliet in the amount of $750.00 per calendar day over the 10 calendar day period and per work day over the 5 work day period for binder placement.

There may be instances where the City of Joliet requests that only a section of a street or project be paved. There will be no additional compensation due the contractor in these instances including any and all mobilization costs associated.

TREE LIMB DAMAGE

If any tree limbs are damaged by the contractor during work operations, the damaged limbs shall be removed back to the trunk of the tree within 10 working days of the limb being damaged. A clean saw cut shall be provided at the trunk of the tree.

SAWCUT ASPHALT/CONCRETE

This work consists of the full depth sawing of the existing asphalt pavement, existing seal coat surface, asphalt driveway pavement, concrete driveway pavement, sidewalk, or curb & gutter.

with a sawing machine at locations shown on the plans or as designated by the Engineer.

The Contractor shall machine saw a perpendicular clean joint between the portion of asphalt or concrete to be removed and that to be left in place, to prevent damage to the remaining asphalt or concrete. If additional surface/structure is damaged or removed due to negligence on the part of the Contractor, the additional work will not be measured for payment and shall be done at the Contractor's expense.

The saw cutting of any asphalt or concrete shall be considered incidental to the cost of the contract. No other compensation will be allowed for this work.

DETECTABLE WARNINGS

This item shall consist of the placement of detectable warning plates in accordance with the current IDOT Standard for Curb Ramps for Sidewalks and in accordance with Article 424.09 of the Standard Specifications. The detectable warning plate(s) shall consist of cast iron plate with truncated domes and shall have a natural patina (unfinished). The plates shall be free from warps and have vent holes or anchors. The Contractor is responsible for the installation of the device per the manufacturer’s specifications and the IDOT Highway Standard.

This work will be paid for at the contract unit price per SQUARE FOOT for DETECTABLE WARNINGS and will include all materials, equipment and labor required to complete the work as specified above.

DRIVEWAY PAVEMENT REMOVAL

This work includes the removal of existing driveway pavement in accordance with Section 440 of the “Standard Specifications”, with the addition of the following: the removal of existing asphalt driveway surfaces shall be paid with this item. Saw cutting the existing concrete or asphalt surface shall be considered incidental to the cost of this item.

This work will be paid for at the contract unit price per SQUARE YARD for DRIVEWAY PAVEMENT REMOVAL, measured in place to the limits of roadway excavation, and which price shall include all labor, material, and equipment necessary to complete this work.

COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT

This item shall include all labor, equipment, and material necessary for the removal and replacement of combination concrete curb and gutter in accordance with the detail and the applicable portions of Sections 440 and 606 of the Standard Specifications by means of a sawed joint (straight).at locations designated by the Engineer. The replaced curb and gutter shall be of the same type and size as the removed section.

All curb and gutter shall have saw cut contraction joints two (2") inches deep at 20' intervals. This saw cutting shall be done no later than 24 hours after the curb has been poured. Expansion and construction joints shall be as directed by the Standard Specifications and Standard Drawings.

One inch (1") preformed joint filler shall be placed at the ends of all replaced sections.

The disturbed area behind the curb shall be measured and paid for at the contract unit price bid per SQUARE YARD for LANDSCAPE RESTORATION.

All existing pavement removed due to the removal and replacement of combination concrete curb and gutter, or concrete curb shall be replaced with a patch consisting of HMA Binder, as specified for Class D Patches, at a minimum width of eighteen inches (18”) and a minimum depth of seven inches (7”) to a point not less than one and one half (1 1/2") below the edge of pavement. Saw cutting shall be required as directed by the Engineer to secure a straight joint. Concrete will not be allowed to fill in the gap between the new curb and existing pavement. The removal, material, pavement patching, required expansion material, rebar for curb adjacent to reconstructed storm structures, and any labor and incidentals for a complete job shall be paid for at the contract unit price bid per FOOT for COMBINATION CURB AND GUTTER REMOVAL AND

REPLACEMENT.

CLASS D PATCHES, 8”

This work shall be in accordance with Section 442 of the Standard Specifications except that there will be no specific type designation. Pavement condition will be evaluated after the existing surface and binder have been removed. Patching locations shall be as determined by the Engineer. This work shall include all work necessary to remove, place and compact the patch.

The patch shall consist of a minimum of eight inches (8”) of HMA Binder Course, N50 IL-19MM to bring the patched area to the current elevation of the roadway surface. The remaining binder and surface course shall be placed and paid for under the HOT-MIX ASPHALT BINDER COURSE, IL-19, N50 and HOT-MIX ASPHALT SURFACE COURSE, IL9.5, MIX “D”, N50 pay items.

This work shall be paid for at the contract unit price per SQUARE YARD for CLASS D PATCHES.

and shall include all removal and replacement.

PARTIAL DEPTH PATCH

This work shall be in accordance with Section 442 of the Standard Specifications except that there will be no specific type designation. Pavement condition will be evaluated after the existing surface and binder have been removed. Patching locations shall be as determined by the Engineer. This work shall include all work necessary to remove, place and compact the patch.

The patch shall consist of removal and replacement of 2” of HMA binder IL-19MM, N50 to bring the patched area to the current elevation of the roadway surface. The remaining binder and surface course shall be placed and paid for under the HOT-MIX ASPHALT BINDER COURSE, IL-19, N50 and HOT-MIX ASPHALT SURFACE COURSE, IL9.5, MIX “D”, N50 pay items.

This work shall be paid for at the contract unit price per SQUARE YARD for PARTIAL DEPTH PATCH. and shall include all removal and replacement.

PORTLAND CEMENT CONCRETE SIDEWALK, 5”

This work includes furnishing all material, equipment, and labor necessary to install sidewalk in accordance with Section 424 of the "Standard Specifications." All sidewalks except driveway sidewalks shall be five inches (5") thick. All residential driveway sidewalks shall be six inches (6") thick and reinforced with 6" x 6" #10/#10 welded wire fabric. All sidewalks through alley and commercial aprons shall be eight inches (8”) thick with 6”x6” #10/ #10 welded wire fabric.

Additional concrete and fabric for these variable thicknesses shall be considered incidental to the cost of P.C.C. sidewalk. All sidewalks shall be placed on a four inch (4") thick aggregate base.

The aggregate base course shall be measured and paid for under the pay item AGGREGATE

BASE COURSE, TYPE B, 4".

All sidewalks shall be installed with a 1/4 inch per foot slope towards the street. Sidewalk elevations shall be set to maintain a slope of 1/2 inch per foot between the sidewalk and the top of curb wherever possible. All grades shall be set or checked by the Contractor prior to construction. Ramps for the handicapped shall be installed at all intersections as per State Standard No. 424001-07, 424006-01, 424011-01, 424016-01, 424021-02 & 424026-01.

Detectable Warnings shall be placed as required and shall be measured and paid for separately under DETECTABLE WARNINGS.

Under no circumstance shall the Contractor stamp their name, phone number, or any other information in newly constructed concrete work.

A concrete wash out box shall be required at all locations where concrete is being poured.

All sidewalk excavation shall be backfilled within ten (10) working days of the installation of the P.C.C. sidewalk.

This work shall be paid for at the contract unit price per square foot for PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH, measured in place.

Payment for the Detectable Warnings shall be paid for at the contract unit price per SQUARE FOOT for DETECTABLE WARNINGS as measured in place.

The saw cutting of any asphalt or concrete, and excavation to the required subgrade shall be considered incidental to the cost of the contract. No other compensation will be allowed for this work.

P.C.C. DRIVEWAY PAVEMENT REMOVAL AND REPLACEMENT

This work includes the removal of existing concrete driveway pavement in accordance with Section 440 of the Standard Specifications. This work also includes furnishing all materials, equipment and labor necessary to install P.C.C. Driveway Pavement in accordance with Section 423 of the Standard Specifications.

All driveways shall be six inches (6") in thickness and reinforced by 6" x 6" #10/#10 welded wire fabric. All driveways shall be placed on a four inch (4") thick aggregate base course. The existing base course may be reused after proper compaction. Any additional material required shall be paid for separately as AGGREGATE BASE COURSE, TYPE B, 4".

All driveways shall slope uniformly from the front face of the sidewalk to the back face of the depressed curb. Pavement width shall be as shown on the plans. Expansion material shall be put at both ends of the approach.

The saw cutting of any asphalt or concrete, removal of any existing driveway, and excavation to the required subgrade shall be considered incidental to the cost of the contract. No other compensation will be allowed for this work.

This work will be paid for at the contract unit price per SQUARE YARD for PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT, of the thickness specified, measured in place.

HOT MIX ASPHALT DRIVEWAY PAVEMENT

This work includes the labor, materials, and equipment necessary for placing Hot Mix Asphalt Surface Course, IL 9.5, Mix C, N50, of the compacted thickness specified, for driveway pavement as shown on the plans or as directed by the Engineer. This work shall be performed in accordance with Section 406 of the Standard Specifications.

The driveway will be prepared for Hot Mix Asphalt material by placing an aggregate base course, Type B, of the thickness specified on the plans and/or as directed by the engineer. The aggregate base course, Type B shall be placed on undisturbed or compacted ground in the driveway area and shall have a minimum thickness of 4 inches. Existing hot mix asphalt pavement will be sawcut to provide a clean edge to match the proposed pavement.

Saw cutting will not be paid for separately and is considered incidental to the work. The existing aggregate base course may be reused as approved by the engineer. Any additional aggregate base course will be measured and paid for per SQUARE YARD of AGGREGATE BASE

COURSE, 4”.

The driveway pavement will be rolled or compacted with a mechanical tamper to insure proper compaction and a smooth surface of the bituminous surface.

This work will be paid for at the contract unit price per SQUARE YARD for HOT MIX ASPHALT DRIVEWAY PAVEMENT, of the thickness specified, as measured in place.

STRUCTURES TO BE ADJUSTED

This work shall consist of the adjustment or reconstruction of catch basins, manholes, inlets, and/or valve vaults at those locations as directed by the Engineer in the field. This work shall be completed in accordance with Sections 602 and 603 of the Standard Specifications, and specifically Section 602.07 using precast concrete reinforcement rings. Per Article 602.15, all catch basins. Manholes, inlets, and/or valve vaults to be adjusted or reconstructed shall be clean of any accumulation of silt, debris, foreign matter of any kind, and shall be free from such accumulations at the time of final inspection.

The contractor shall inspect the flow line of each structure for debris obstruction prior to removing the existing casting and excavating the roadway. It is the contractor’s responsibility to contact the City of Joliet Sewer Department to arrange for City crews to clean out the structure if debris is found during the initial inspection prior to the start of excavation. Failure to report the debris will require the contractor to clean the structure of any debris at no additional cost to the City. Also, the contractor shall be responsible for supplying and installing a metal plate of the adequate shape, size, and thickness to protect the public and structure. This metal plate shall provide a seal onto the concrete structure hindering debris from entering the structure during construction of the roadway. The contractor is responsible for removing all existing frames and lids, all existing raising rings and any damaged upper courses of brick manholes. The upper two courses of brick manholes shall be replaced with a six-inch concrete raising ring set in a Portland cement mortar bed. All unusable frames and lids shall be relocated to the nearest City of Joliet maintenance facility at no additional cost to the City.

Structures within the pavement shall remain plated until the hot mix asphalt binder course is placed. The contractor shall inspect the structure prior to adjusting the casting to final grade. Any construction debris that has entered the structure due to negligence by the contractor shall be removed at the contractor’s cost. If the debris entered into the structure is not a result of negligence by the contractor, the contractor shall contact the City’s Sewer Department within 48 hours of adjusting the structure to arrange City crews to clean out the structure. Failure to do so will require the contractor to clean out the structure at no cost to the City.

After the binder is placed, the contractor shall adjust each structure to final surface elevation by making a clean square saw cut around the structure and backfilling to the binder elevation with a minimum of 6” of approved Portland cement concrete. Only two-inch thick or greater concrete rings with a top two inch thick MULTI-PURPOSE RUBBER ADJUSTMENT RISER (only required under pavement) shall be used. The adjusted structure shall have a minimum cure time of three

(3) days after adjustment prior to the placement of the final (surface) lift of asphalt. All raising rings shall be sealed using a polyurethane sealant or other approved flexible sealant. Tapered rings shall be used to install the frame to the slope of the road.