Bituminous Surface Treatment FY2027

Section 26-00715-00-SC

August 14, 2026

Specifications

City of Urbana Bituminous Surface Treatment FY27

26-00715-00-SC Bituminous Surface Treatment FY27

TABLE OF CONTENTS

A. City of Urbana Special Provisions

a. General Contractual Conditions

b. Technical Provisions

B. IDOT Special Provisions

a. Index for Supplemental Specifications

b. BLR 11300 – Check Sheet for Recurring Special Provisions

c. BDE Special Provisions

d. BLRS Special Provisions

C. Supplemental Project Information

a. Schedule Table

b. Location Map

Bituminous Surface Treatment FY27

SECTION A

City of Urbana Special Provisions

Bituminous Surface Treatment 2026

CITY OF URBANA

SPECIAL PROVISIONS

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 COORDINATION OF CONTRACT DOCUMENTS

1.2 PRE-CONSTRUCTION MEETING

1.3 GUARANTEE PERIOD

1.4 CONSTRUCTION AND MAINTENANCE NOISE

1.5 PREVAILING WAGE RATES

1.6 PROSECUTION OF THE WORK AND WORKING DAYS

PART 2 - TECHNICAL PROVISIONS

2.1 LOCATION OF PROJECT

2.2 DESCRIPTION OF WORK

2.3 BITUMINOUS SURFACE TREATMENT, A1

2.4 MOBILIZATION

2.5 TRAFFIC CONTROL AND PROTECTION

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 Coordination of Contract Documents

The following table supplements the hierarchy of contract documents according to Article 105.05 of the Standard Specifications.

Authorized Change Orders Hold over: Addenda to Contract Documents, Special

Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Addenda to Contract Documents Hold over: Special Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Special Provisions (1) Hold over: Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Plans (2) Hold over: Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Notes:

(1) The term “Special Provisions” includes General Information, General Contractual Conditions, and Technical Provisions.

(2) Detail plans hold over Urbana Standard Details, and Urbana Standard Details hold over IDOT District or Highway Standards.

1.2 Pre-Construction Meeting

As soon as possible after receipt of the Notice to Proceed, the ENGINEER will schedule a Pre-construction Meeting for the project. The CONTRACTOR shall have his/her General Superintendent and Jobsite Superintendent present at the appropriate meeting to discuss all details of the project. At these meetings, the CONTRACTOR shall submit for approval information and drawings where appropriate on all major equipment and materials planned for use on the projects to the ENGINEER for approval.

Information shall be included on a minimum of the following items:

A. List of Subcontractors and Material Suppliers B. Shop Drawings C. Erosion Control Plan and Inlet Filter Systems D. Construction Staging and Access to Properties E. Traffic Control Plan F. Progress Schedule

1.3 Guarantee Period

The CONTRACTOR shall warrant all work performed for a period of one (1) year from the date of completion and acceptance by the OWNER.

1.4 Construction and Maintenance Noise

The contractor shall adhere to the City of Urbana noise ordinance Section 16-7 in scheduling work windows. According to the ordinance, it is unlawful to use any construction equipment to perform any construction or maintenance work associated with this project at any time between the hours noted below where such construction equipment is operated within six hundred (600) feet of any residence, hospital, or place of worship.

8:00 pm through 7:00 am Monday through Saturday 8:00 pm Saturday through 12:00 pm (noon) Sunday 8:00 pm Sunday through 7:00 am Monday

This time regulation shall not apply to sawing contraction joints, maintenance or operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature.

Any arrow board used for traffic control that is to remain in place overnight shall be of a non-motorized type in order to eliminate noise and comply with the City’s Ordinance.

Exception: Any machine or device or part thereof which is regulated by or becomes regulated by Federal or State of Illinois noise standards shall conform to those above standards. Such equipment shall be operated as designated above.

1.5 Prevailing Wage Rates

The current prevailing wage rates for Champaign County, Illinois are found on the Illinois Department of Labor (IDOL) website (https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html).

1.6 Prosecution of the Work and Working Days

Replace Article 108.03 of the Standard Specifications with the following:

The Contractor shall begin the work to be performed under the contract according to a satisfactory progress schedule or critical path schedule. If the Contractor has not submitted a satisfactory progress schedule or critical path schedule to the Engineer within five days after the execution of the contract by the Department, then the Contractor shall begin the work to be performed under the contract not later than ten days after the execution of the contract by the Department. The work shall be prosecuted in such a manner and with such a supply of materials, equipment and labor as is considered necessary to ensure its completion according to the time specified in the contract.

The Contractor shall notify the Engineer at least 24 hours in advance of either discontinuing or resuming operations.

Add the following to the end of the first paragraph of Article 108.04 of the Standard Specifications:

The charging of working days may start later than ten days after the execution and approval of the contract according to a satisfactory progress schedule or critical path schedule.

PART 2 - TECHNICAL PROVISIONS

The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction, Adopted January 1, 2022”, the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”, and the “Manual of Test Procedures for Materials” in effect on the date of invitation for bids, and the “Supplemental Specifications and Recurring Special Provisions” indicated on the Check Sheet included herein, which apply to and govern the construction of “Bituminous Surface Treatment FY2027” (Section 26-00715-00-SC) and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

2.1 Location of Project

Various locations in the City of Urbana, Illinois.

2.2 Description of Work

Bituminous surface treatment, A1, with crushed steel slag.

2.3 Bituminous Surface Treatment, A1

This work shall consist of constructing a single bituminous surface treatment (A-1) according to Local Roads and Streets Recurring Special Provision Check Sheet #LRS9 “Bituminous Surface Treatments” and the following provisions.

Materials. The seal coat aggregate shall be crushed steel slag and CA 16 gradation. The bituminous material shall be an emulsified asphalt according to Article 1032.06 of the Standard Specifications and of a grade identified for use with bituminous surface treatment. All materials shall come from sources currently approved by IDOT. It is the responsibility of the Contractor to provide the Engineer with evidence of materials inspection according to the IDOT Project Procedures Guide.

The Contractor shall be responsible for guaranteeing the compatibility of the aggregate with the Bituminous Materials specified. Any aggregate incompatible with the bituminous materials specified shall be replaced by the Contractor at his/her own expense, including any necessary Bituminous Materials.

CONSTRUCTION REQUIREMENTS

Application of Bituminous Material. The Contractor shall take special precautions in protecting sewer facilities encountered on the streets. The Contractor shall prevent the aggregate material from falling into any open lids or inlet grates and also prevent any accumulation on the surface of any open or closed utility and sewer lids by covering them during application, or by other means approved by the Engineer.

All covers shall be removed the same day the street is treated. Contractor shall be responsible to clean out any utility or sewer manholes, valve boxes, or other access ports found to have excessive debris from construction.

Method of Measurement. The bituminous surface treatment will be measured for payment in place and the area computed in square yards. The width for measurement will be the top width of the bituminous surface treatment as shown on the plans or as directed by the Engineer.

Basis of Payment. This work will be paid for at the contract unit price per square yard for BITUMINOUS

SURFACE TREATMENT, A1.

2.4 Mobilization

Delete Section 671 of the Standard Specifications. The Contractor will not be paid for Mobilization.

2.5 Traffic Control and Protection

Traffic control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these Special Provisions and any special details and highway standards contained herein and in the plans.

Special attention is called to Articles 107.09 and 107.14 of the Standard Specifications, the following Highway Standard related to Traffic Control, and the listed Supplemental Specifications and Recurring Special Provisions.

Highway Standard: 701301-04 LRS 3 Work Zone Traffic Control Surveillance LRS 4 Flaggers in Work Zone

During periods when material or equipment is being hauled to or from the project site all haul trucks shall have at least one (1) flashing amber light or one (1) set of dual emergency flashers, operating when within the lane closure. In addition “WORK TRUCK DO NOT FOLLOW” shall be displayed on the rear of all haul trucks. Displays shall be 36 inch x 18 inch (0.91 m x 0.46 m) made of Fluorescent Orange reflective material as specified in Article 1106.01. This work shall be considered as included in the contract unit prices for the construction items involved and no additional compensation will be allowed.

Advanced Notice

The City of Urbana will be responsible for notifying the public, the United States Postal Service and the emergency service agencies for road closures and changes in the traffic maintenance plans.

The contractor shall notify the City 72 hours in advanced of implementing new or adjusting existing traffic control.

Access

If a proposed patch or driveway remove/replacement interferes with access to a private or commercial driveway, the contractor shall give at least 48 hours advanced notice to the Engineer of the driveway closure. If a private home or commercial business has one (1) entrance, all attempts must be made to do only half the drive (while maintaining access) at a time. If a private home or commercial business has two (2) or more entrances, at least one (1) entrance must remain open at all times. Nearby on-street parking shall be maintained while a driveway is closed.

Public Safety and Convenience

The Contractor shall maintain entrances and side roads along the proposed improvement. Interference with traffic movements and inconvenience to owners of abutting property and the public shall be kept to a minimum. Any delays or inconveniences caused to the Contractor by complying with these requirements shall be considered as incidental to the contract and no additional compensation will be allowed.

Basis of Payment. Traffic Control and Protection will not be measured for payment.

SECTION B

IDOT Special Provisions

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 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

Check Sheet for Recurring Special Provisions

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

Local Public Agency County Section Number

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

08/07/26

City of Urbana Champaign 26-00715-00-SC

Local Public Agency County Section Number

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

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

City of Urbana Champaign 26-00715-00-SC

08/07/26

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

COMPENSABLE DELAY COSTS (BDE)

Effective: June 2, 2017 Revised: April 1, 2019

Revise Article 107.40(b) of the Standard Specifications to read:

“ (b) Compensation. Compensation will not be allowed for delays, inconveniences, or damages sustained by the Contractor from conflicts with facilities not meeting the above definition; or if a conflict with a utility in an unanticipated location does not cause a shutdown of the work or a documentable reduction in the rate of progress exceeding the limits set herein. The provisions of Article 104.03 notwithstanding, compensation for delays caused by a utility in an unanticipated location will be paid according to the provisions of this Article governing minor and major delays or reduced rate of production which are defined as follows.

(1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to exceed two weeks.

(2) Major Delay. A major delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two weeks.

(3) Reduced Rate of Production Delay. A reduced rate of production delay occurs when the rate of production on the work in conflict with the utility in an unanticipated location decreases by more than 25 percent and lasts longer than seven calendar days.”

Revise Article 107.40(c) of the Standard Specifications to read:

“ (c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be made as follows.

(1) Minor Delay. Labor idled which cannot be used on other work will be paid for according to Article 109.04(b)(1) and (2) for the time between start of the delay and the minimum remaining hours in the work shift required by the prevailing practice in the area.

Equipment idled which cannot be used on other work, and which is authorized to standby on the project site by the Engineer, will be paid for according to Article 109.04(b)(4).

(2) Major Delay. Labor will be the same as for a minor delay.

Equipment will be the same as for a minor delay, except Contractor-owned equipment will be limited to two weeks plus the cost of move-out to either the

Contractor’s yard or another job and the cost to re-mobilize, whichever is less.

Rental equipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department (including lease agreement) to show retaining equipment on the job is the most economical course to follow and in the public interest.

(3) Reduced Rate of Production Delay. The Contractor will be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days.

Determination of compensation will be in accordance with Article 104.02, except labor and material additives will not be permitted.

Payment for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be determined according to Article 109.13.”

Revise Article 108.04(b) of the Standard Specifications to read:

“ (b) No working day will be charged under the following conditions.

(1) When adverse weather prevents work on the controlling item.

(2) When job conditions due to recent weather prevent work on the controlling item.

(3) When conduct or lack of conduct by the Department or its consultants, representatives, officers, agents, or employees; delay by the Department in making the site available; or delay in furnishing any items required to be furnished to the Contractor by the Department prevents work on the controlling item.

(4) When delays caused by utility or railroad adjustments prevent work on the controlling item.

(5) When strikes, lock-outs, extraordinary delays in transportation, or inability to procure critical materials prevent work on the controlling item, as long as these delays are not due to any fault of the Contractor.

(6) When any condition over which the Contractor has no control prevents work on the controlling item.”

Revise Article 109.09(f) of the Standard Specifications to read:

“ (f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustment in time required for the work will be made according to Section 108. Any adjustment in the costs to be paid will be made for direct labor, direct materials, direct equipment, direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the resolution. Adjustments in costs will not be made for interest charges, loss of anticipated profit, undocumented loss of efficiency, home office overhead and unabsorbed overhead other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses and other consequential indirect costs regardless of method of calculation.

The above Basis of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited.”

Add the following to Section 109 of the Standard Specifications.

“ 109.13 Payment for Contract Delay. Compensation for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be allowed when such costs result from a delay meeting the criteria in the following table.

Contract Type Cause of Delay Length of Delay

Working Days Article 108.04(b)(3) or Article 108.04(b)(4)

No working days have been charged for two consecutive weeks.

Completion Date

Article 108.08(b)(1) or Article 108.08(b)(7)

The Contractor has been granted a minimum two week extension of contract time, according to Article 108.08.

Payment for each of the various costs will be according to the following.

(a) Escalated Material and/or Labor Costs. When the delay causes work, which would have otherwise been completed, to be done after material and/or labor costs have increased, such increases will be paid. Payment for escalated material costs will be limited to the increased costs substantiated by documentation furnished by the Contractor. Payment for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2), except the 35 percent and 10 percent additives will not be permitted.

(b) Extended Project Overhead. For the duration of the delay, payment for extended project overhead will be paid as follows.

(1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offsite overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table.

Original Contract Amount

Supervisory and Administrative Personnel

Up to $5,000,000 One Project Superintendent

Over $ 5,000,000 -up to $25,000,000

One Project Manager, One Project Superintendent or Engineer, and One Clerk

Over $25,000,000 -up to $50,000,000

One Project Manager, One Project Superintendent, One Engineer, and

One Clerk

Over $50,000,000

One Project Manager, Two Project Superintendents, One Engineer, and One Clerk

(2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost.

(c) Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid for according to Article 109.04.

When an extended traffic control adjustment is paid under this provision, an adjusted unit price as provided for in Article 701.20(a) for increase or decrease in the value of work by more than ten percent will not be paid.

Upon payment for a contract delay under this provision, the Contractor shall assign subrogation rights to the Department for the Department’s efforts of recovery from any other party for monies paid by the Department as a result of any claim under this provision. The Contractor shall fully cooperate with the Department in its efforts to recover from another party any money paid to the Contractor for delay damages under this provision.”

80384

WORKING DAYS (BDE)

Effective: January 1, 2002

The Contractor shall complete the work within working days.

80071

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

INSURANCE

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

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

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

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

LR 109-2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads and Streets

SPECIAL PROVISION

BITUMINOUS MATERIALS COST ADJUSTMENT FOR LOCAL LETTINGS

(RETURN FORM WITH BID)

Effective: June 16, 2017 Revised: .

Description. Bituminous material cost adjustments will be made to provide additional compensation to the Contractor, or credit to the project owner, for fluctuations in the cost of bituminous materials when optioned by the Contractor. The bidder shall indicate on the attached form whether or not this special provision will be part of the contract and submit the completed form with his/her bid. Failure to submit the form, or failure to fill out the form completely, shall make this contract exempt of bituminous materials cost adjustments.

The adjustments shall apply to permanent and temporary hot-mix asphalt (HMA) mixtures, bituminous surface treatments (cover and seal coats), and preventative maintenance type surface treatments that are part of the original proposed construction, or added as extra work and paid for by agreed unit prices. The adjustments shall not apply to bituminous prime coats, tack coats, crack filling/sealing, joint filling/sealing, or extra work paid for at a lump sum price or by force account.

Method of Adjustment. Bituminous materials cost adjustments will be computed as follows.

CA = (BPIP - BPIL) x (%ACV / 100) x Q

Where: CA = Cost Adjustment, $.

BPIP = Bituminous Price Index, as published by the Department of Transportation for the month the work is performed, $/ton ($/metric ton).

BPIL = Bituminous Price Index, as published by the Department of Transportation for the month prior to the letting for work paid for at the contract price; or for the month the agreed unit price letter is submitted by the Contractor for extra work paid for by agreed unit price, $/ton ($/metric ton).

%ACV = Percent of virgin Asphalt Cement in the Quantity being adjusted. For HMA mixtures, the % ACV will be determined from the adjusted job mix formula. For bituminous materials applied, a performance graded or cutback asphalt will be considered to be 100% ACV and undiluted emulsified asphalt will be considered to be 65% ACV.

Q = Authorized construction Quantity, tons (metric tons) (see below).

For HMA mixtures measured in square yards: Q, tons = A x D x (Gmb x 46.8) / 2000. For HMA mixtures measured in square meters: Q, metric tons = A x D x (Gmb x 1) / 1000. When computing adjustments for full-depth HMA pavement, separate calculations will be made for the binder and surface courses to account for their different Gmb and % ACV.

For bituminous materials measured in gallons: Q, tons = V x 8.33 lb/gal x SG / 2000 For bituminous materials measured in liters: Q, metric tons = V x 1.0 kg/L x SG / 1000

Where: A = Area of the HMA mixture, sq yd (sq m).

D = Depth of the HMA mixture, in. (mm).

Gmb = Average bulk specific gravity of the mixture, from the approved mix design.

V = Volume of the bituminous material, gal (L).

SG = Specific Gravity of bituminous material as shown on the bill of lading.

Basis of Payment. Bituminous materials cost adjustments may be positive or negative but will only be made when there is a difference between the BPIL and BPIP in excess of five percent, as calculated by:

Percent Difference = {(BPIL – BPIP) ÷ BPIL} × 100

Bituminous materials cost adjustments will be calculated for each calendar month in which applicable bituminous material is placed; and will be paid or deducted when all other contract requirements for the work placed during the month are satisfied. The adjustments shall not apply during contract time subject to liquidated damages for completion of the entire contract.

Return With Bid

OPTION FOR

BITUMINOUS MATERIALS COST ADJUSTMENT

The bidder shall submit this completed form with his/her bid. Failure to submit the form, or failure to fill out the form completely, shall make this contract exempt of bituminous materials cost adjustments. After award, this form, when submitted, shall become part of the contract.

Contract No.: _______________________

Company Name: _____________________________________________________________

Contractor’s Option:

Is your company opting to include this special provision as part of the contract?

Yes No

Signature: ____________________________________________ Date: _________________

SECTION C

Supplemental Project Information

2026 Bituminous Surface Treatment Project

City Section 26-00715-00-SC

BEARDLSEY-W1200 Beardsley Avenue ROMINE ST GOODWIN AVE A-1 2,077 727 24

BEARDLSEY-W1310 Beardsley Avenue ROMINE ST GOODWIN AVE A-1 744 260 9

BEARDLSEY-W1400 Beardsley Avenue W OF CARVER DR ROMINE ST A-1 797 279 9

BEARDLSEY-W1410 Beardsley Avenue W OF CARVER DR ROMINE ST A-1 417 146 5

BEVERLY-N1600 Beverly Drive LINCOLN AVE BRADLEY AVE A-1 753 264 9

BEVERLY-W0800 Beverly Drive LINCOLN AVE BRADLEY AVE A-1 1,856 650 21

BUSEY-N0300 Busey Avenue MAIN ST CLARK ST A-1 1,049 367 12

BUSEY-N0400 Busey Avenue CLARK ST UNIVERSITY AVE A-1 788 276 9

CARVER-N1500 Carver Drive BEARDSLEY AVE 45'S OF BRADLEY AVE A-1 1,105 387 13

CENTRAL-N0300 Central Avenue A-1 496 174 6

CRYSTLLKE-E0100 Crystal Lake Drive BROADWAY AVE CUNNINGHAM AVE A-1 2,220 777 26

CRYSTLLKE-E0300 Crystal Lake Drive BROADWAY AVE CUNNINGHAM AVE A-1 1,404 491 16

ELLIS-W1200 Ellis Drive ROMINE ST GOODWIN AVE A-1 1,344 470 15

ELLIS-W1300 Ellis Drive ROMINE ST GOODWIN AVE A-1 1,273 446 15

EUREKA-W1200 Eureka Street ROMINE ST GOODWIN AVE A-1 2,777 972 32

GREGORY-N0110 Gregory Street SPRINGFIELD AVE MAIN ST A-1 706 247 8

GREGORY-N0200 Gregory Street SPRINGFIELD AVE MAIN ST A-1 869 304 10

GRIGGS-W0300 Griggs Street ORCHARD ST 170' W of RACE ST A-1 1,150 403 13

GRIGGS-W0400 Griggs Street ORCHARD ST 170' W of RACE ST A-1 1,132 396 13

GRIGGS-W0500 Griggs Street ORCHARD ST 170' W of RACE ST A-1 1,903 666 22

HARVEY-N0110 Harvey Street SPRINGFIELD AVE STOUGHTON ST A-1 675 236 8

HARVEY-N0200 Harvey Street STOUGHTON ST MAIN ST A-1 873 306 10

HILLCT-0000 Hill Street Court S END HILL ST A-1 973 341 11

HILL-W0900 Hill Street GOODWIN AVE LINCOLN AVE A-1 1,107 387 13

HILL-W1010 Hill Street GOODWIN AVE LINCOLN AVE A-1 547 191 6

HILL-W1100 Hill Street GOODWIN AVE LINCOLN AVE A-1 1,701 595 20

HILL-W1200 Hill Street ROMINE ST GOODWIN AVE A-1 1,194 418 14

HILL-W1300 Hill Street ROMINE ST GOODWIN AVE A-1 1,038 363 12

HILL-W1400 Hill Street WRIGHT ST ROMINE ST A-1 1,193 418 14

MAIN-W0900 Main Street W OF LINCOLN AVE LINCOLN AVE A-1 730 256 8

MAIN-W0950 Main Street HARVEY ST W OF LINCOLN AVE A-1 639 224 7

MAIN-W1000 Main Street HARVEY ST LINCOLN AVE A-1 1,894 663 22

MATHEWS-N1210 Mathews Avenue S OF ELLIS DR ELLIS DR A-1 245 86 3

MATHEWS-N1500 Mathews Avenue BEARDSLEY AVE BRADLEY AVE A-1 966 338 11

OAK-N1800 Oak Street 1470' S OF KENYON RD KENYON RD A-1 1,411 494 16

OAK-N1900 Oak Street 1470' S OF KENYON RD KENYON RD A-1 2,488 871 29

OAK-N2600 Oak Street N OF ANTHONY DR W OF WILBUR ST A-1 2,904 1,016 33

OAKS-W0600 Oaks Road E OF LINCOLN AVE OAKS RD A-1 3,113 1,090 36

OAKS-W0810 Oaks Road LINCOLN AVE E OF LINCOLN AVE A-1 456 160 5

OLYMPIAN-E0800 Olympian Drive 570' E OF WILLOW RD 1115' E OF WILLOW RD A-1 1,214 425 14

ORCHARD-N0320 Orchard Street 175' N OF GRIGGS ST N END A-1 277 97 3

ROMINE-N0500 Romine Street UNIVERSITY AVE PARK ST A-1 1,013 355 12

ROMINE-N0700 Romine Street CHURCH ST BESLIN ST A-1 783 274 9

ROMINE-N0800 Romine Street CHURCH ST BESLIN ST A-1 1,047 366 12

ROMINE-N0900 Romine Street BESLIN ST EADS ST A-1 1,084 379 12

ROMINE-N1000 Romine Street BESLIN ST EADS ST A-1 1,082 379 12

ROMINE-N1100 Romine Street BESLIN ST EADS ST A-1 1,080 378 12

ROMINE-N1200 Romine Street EADS ST N OF EADS ST A-1 631 221 7

ROMINE-N1210 Romine Street 203' N OF EADS ST BRADLEY AVE A-1 280 98 3

ROMINE-N1300 Romine Street 203' N OF EADS ST BRADLEY AVE A-1 1,048 367 12

ROMINE-N1400 Romine Street 203' N OF EADS ST BRADLEY AVE A-1 869 304 10

ROMINE-N1410 Romine Street 203' N OF EADS ST BRADLEY AVE A-1 872 305 10

ROMINE-N1500 Romine Street 203' N OF EADS ST BRADLEY AVE A-1 1,067 373 12

SALINE-W0900 Saline Court LINCOLN AVE N END A-1 3,976 1,392 46

SASSAFRASS_ALY-W0600 Sassafrass Alley A-1 361 126 4

SOMER-W0900 Somer Drive W END LINCOLN AVE A-1 2,280 798 26

STOUGHTON-W0700 Stoughton Street BUSEY AVE COLER AVE A-1 1,172 410 13

STOUGHTON-W0800 Stoughton Street LINCOLN AVE BUSEY AVE A-1 1,181 413.35 13.5815 STOUGHTON-W0900 Stoughton Street HARVEY ST LINCOLN AVE A-1 876 306.6 10.074 STOUGHTON-W1000 Stoughton Street HARVEY ST LINCOLN AVE A-1 1,172 410.2 13.478 STOUGHTON-W1100 Stoughton Street GOODWIN AVE HARVEY ST A-1 1,274 445.9 14.651

TREMONT-W1200 Tremont Street ROMINE ST GOODWIN AVE A-1 2,862 1001.7 32.913 WILBUR-W0900 Wilbur Road W END LINCOLN AVE A-1 686 240.1 7.889 WILLOW-N3400 Willow Road OAKS RD 1320' N OF OAKS RD A-1 2,235 782.25 25.7025

79,429 27,800 913

CA-16, Crushed Steel Slag (Tons)

Summary Table of Proposed Work Locations Material Quantity for information only

ID Street Name From To Surface Treatment Area SY

HFP (Gallons)