25-00702-00-SC_Final_Specification_and_Plan.pdf

City of Urbana Bituminous Surface Treatment 2025

Section 25-00702-00-SC

Bituminous Surface Treatment Project 2025

07/01/2025

Specifications

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. Standard Details

a. City of Urbana Standard Details

b. IDOT District 5 Standard Details

c. IDOT Highway Standards

D. Supplemental Project Information

a. Schedule Table

b. Location Map

SECTION A

City of Urbana Special Provisions

25-00702-00-SC Bituminous Surface Treatment 2025 1

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 INSURANCE

1.5 CONSTRUCTION AND MAINTENANCE NOISE

1.6 PREVAILING WAGE RATES

1.7 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

25-00702-00-SC Bituminous Surface Treatment 2025 2

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.

25-00702-00-SC Bituminous Surface Treatment 2025 3

1.4 Insurance

Insurance must be placed with companies with an A.M. Best Rating of A- VIII or better.

For “Employers Liability” (part (a)(2) of Article 107.27 of the Standard Specifications), change the coverage limit to $1,000,000 for each category. Coverage will include a waiver of subrogation in favor of the City of Urbana.

Add the following requirements to “Commercial General Liability” (part (b) of Article 107.27 of the Standard Specifications):

(4) Personal and Advertising Injury Liability Limit $1,000,000.

Contractor shall name the City of Urbana and its officers and employees as additional insured (additional insured status must be provided via CG 2010 07/04 and CG 2037 07/04 for two (2) years from completion of the project), on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor.

Coverage will include contractual liability and a waiver of subrogation.

Add the following requirements to “Commercial Automobile Liability” (part (c) of Article 107.27 of the Standard Specifications):

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

Add the following requirements to “Umbrella Liability” (part (d) of Article 107.27 of the Standard Specifications):

(1) General Aggregate Limit $5,000,000

(2) Each Occurrence Limit $5,000,000

Pollution Liability. When the services provided under this contract include any potential pollution/environmental risk or losses caused by pollution conditions, including mold and asbestos, that may arise from the Contractor’s work, Contractor shall maintain pollution liability insurance coverage at minimum limits as indicated below for itself, and its employees and agents. When a claims-made policy is renewed or replaced, the policy retroactive date must coincide with, or precede commencement of services by Contractor under this Contract. A claims-made policy that is replaced by an occurrence-based policy or not renewed must have an extended reporting period of at least two years.

Pollution Liability $1,000,000 per occurrence $2,000,000 annual aggregate

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

25-00702-00-SC Bituminous Surface Treatment 2025 4

1.5 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.

1.6 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).

1.7 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.

25-00702-00-SC Bituminous Surface Treatment 2025 5

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 Project 2025” (Section 25-00702-00-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.

25-00702-00-SC Bituminous Surface Treatment 2025 6

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.

25-00702-00-SC Bituminous Surface Treatment 2025 7

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

Check Sheet for Recurring Special Provisions

BLR 11300 (Rev. 11/19/24)Page 1 of 2Printed 06/23/25

Local Public Agency

City of Urbana

County

Champaign

Section Number

25-00702-00-SC

Check this box for lettings prior to 01/01/2025

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 79

2 Subletting of Contracts (Federal-Aid Contracts) 82

3 EEO 83

4 Specific EEO Responsibilities Non Federal-Aid Contracts 93

5 Required Provisions - State Contracts 98

6 Asbestos Bearing Pad Removal 104

7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 105

8 Temporary Stream Crossings and In-Stream Work Pads 106

9 Construction Layout Stakes 107

10 Use of Geotextile Fabric for Railroad Crossing 110

11 Subsealing of Concrete Pavements 112

12 Hot-Mix Asphalt Surface Correction 116

13 Pavement and Shoulder Resurfacing 118

14 Patching with Hot-Mix Asphalt Overlay Removal 119

15 Polymer Concrete 121

16 Reserved 123

17 Bicycle Racks 124

18 Temporary Portable Bridge Traffic Signals 126

19 Nighttime Inspection of Roadway Lighting 128

20 English Substitution of Metric Bolts 129

21 Calcium Chloride Accelerator for Portland Cement Concrete 130

22 Quality Control of Concrete Mixtures at the Plant 131

23 Quality Control/Quality Assurance of Concrete Mixtures 139

24 Reserved 155

25 Reserved 156

26 Temporary Raised Pavement Markers 157

27 Restoring Bridge Approach Pavements Using High-Density Foam 158

28 Portland Cement Concrete Inlay or Overlay 161

29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 165

30 Longitudinal Joint and Crack Patching 168

31 Concrete Mix Design - Department Provided 170

32 Station Numbers in Pavements or Overlays 171

BLR 11300 (Rev. 11/19/24)Page 2 of 2Printed 06/23/25

Section Number

25-00702-00-SC

County

Champaign

Local Public Agency

City of Urbana

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 173

LRS 2 Furnished Excavation 174

LRS 3 Work Zone Traffic Control Surveillance 175

LRS 4 Flaggers in Work Zones 176

LRS 5 Contract Claims 177

LRS 6 Bidding Requirements and Conditions for Contract Proposals 178

LRS 7 Bidding Requirements and Conditions for Material Proposals 184

LRS 8 Reserved 190

LRS 9 Bituminous Surface Treatments 191

LRS 10 Reserved 195

LRS 11 Employment Practices 196

LRS 12 Wages of Employees on Public Works 198

LRS 13 Selection of Labor 200

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 201

LRS 15 Partial Payments 204

LRS 16 Protests on Local Lettings 205

LRS 17 Substance Abuse Prevention Program 206

LRS 18 Multigrade Cold Mix Asphalt 207

LRS 19 Reflective Crack Control Treatment 208

BLR 11300 (Rev. 11/19/24)Printed 06/23/25

Instructions for BLR 11300 - Page 1 of 1

Note: Instructions are not to be submitted with the form.

This form shall be used and included in proposal/contract documents. Items checked on the check sheet are included by reference and do not need to also be attached.

For more information see Chapter 11 of the Bureau of Local Roads and Street Manual (BLRS Manual).

Local Public Agency Insert the name of the Local Public Agency (LPA) the proposal is for.

County From the drop down, select the name of the County in which the LPA is located.

Section Number Insert the section number without dashes that the proposal/contract is for.

Check Box for Letting Date Check this box if the letting is to be held prior to January 1, 2024. For lettings held on or after January 1, 2024 leave the box blank. This choice allows the correct version of the form to display for the desired letting.

Special Provisions Check the boxes for the Recurring Special Provisions and the Local Roads and Streets Recurring Special Provisions which are to be included in this proposal/contract package by reference.

This form is to be submitted in the proposal packet for material proposal/deliver and install proposals and contract proposals.

BDE SPECIAL PROVISIONS

For the April 25 and June 13, 2025 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 Jan. 1, 2022

* 80241 6 Bridge Demolition Debris July 1, 2009

* 5053I 7 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 8 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 9 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 80384 10 Compensable Delay Costs June 2, 2017 April 1, 2019

* 80198 11 Completion Date (via calendar days) April 1, 2008

* 80199 12 Completion Date (via calendar days) Plus Working Days April 1, 2008

80461 13 Concrete Barrier Jan. 1, 2025 80453 14 Concrete Sealer Nov. 1, 2023 80261 15 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025

* 80029 16 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80229 17 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 18 Full Lane Sealant Waterproofing System Nov. 1, 2023 80447 19 Grading and Shaping Ditches Jan. 1, 2023 80433 20 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80456 21 Hot-Mix Asphalt Jan. 1, 2024 Jan. 1, 2025 80446 22 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 23 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80450 24 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 80464 25 Pavement Marking Inspection April. 1, 2025 80441 26 Performance Graded Asphalt Binder Jan. 1, 2023 80459 27 Preformed Plastic Pavement Marking June 2, 2024

* 3426I 28 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80455 29 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2024 80445 30 Seeding Nov. 1, 2022 80457 31 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 32 Sign Panels and Appurtenances Jan. 1, 2025 April 1, 2025 80448 33 Source of Supply and Quality Requirements Jan. 2, 2023 80340 34 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 35 Steel Cost Adjustment April 2, 2004 Jan. 1, 2022 80397 36 Subcontractor and DBE Payment Reporting April 2, 2018 80391 37 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 38 Submission of Bidders List Information Jan. 2, 2025 80437 39 Submission of Payroll Records April 1, 2021 Nov. 2, 2023 80435 40 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 41 Surveying Services April 1, 2025 80466 42 Temporary Rumble Strips April 1, 2025

* 20338 43 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 44 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 45 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 46 Waterproofing Membrane System Aug. 1, 2024 80302 47 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 48 Wood Sign Support Nov. 1, 2023 80427 49 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2025

* 80071 50 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 2025 Supplemental Specifications and Recurring Special Provisions.

File Name Special Provision Title New Location(s) Effective Revised 80434 Corrugated Plastic Pipe (Culvert and Storm

Sewer) Articles 542.03, 550.03, 1040.03, 1040.04(b), 1040.04(d) & 1040.08 Jan. 1, 2021

80443 High Tension Cable Median Barrier Removal Section 632 April 1, 2022 80045 Material Transfer Device Articles 406.03, 406.06(f), 406.13(b),

406.14 & 1102.02 Nov 15, 1999 Jan. 1, 2022

80410 Traffic Spotters Article 701.13 Jan. 1, 2019

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

FOR

INSURANCE

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

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

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

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

LR 109-2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

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

2025 Bituminous Surface Treatment Project

City Section 25-00702-00-SC

ANTHONY-E3000 ANTHONY DRIVE HIGH CROSS ROAD CITY LIMITS A-1 1,569 549 18

ANTHONY-E3110 ANTHONY DRIVE HIGH CROSS ROAD CITY LIMITS A-1 768 269 9

AUSTIN-S1000 AUSTIN DR CUL DE SAC HUNTER ST A-1 1,602 561 18

AUSTIN-S1100 AUSTIN DR HUNTER ST IVANHOE WAY A-1 2,660 931 31

BRIARCLIFF-E1100 BRIARCLIF DRIVE S COTTAGE GROVE AVE S PHILO RD A-1 4,283 1,499 49

COUNTRYSQR-E1900 COUNTRY SQUIRE DR SQUIRE CT KINCH ST A-1 2,860 1,001 33

COUNTRYSQR-S1100 COUNTRY SQUIRE DR HUNTER ST SQUIRE CT A-1 1,119 392 13

CURTISS-S1400 S CURTISS DR E MICHIGAN AVE E VERMONT AVE A-1 762 267 9

CURTISS-S1500 S CURTISS DR E VERMONT AVE E FLORIDA AVE A-1 2,901 1,015 33

DELAWARE-E1100 E DELAWARE AVE S COTTAGE GROVE AVE LINDEN DR A-1 1,709 598 20

EASY-E1900 EASY ST RAINBOW VIEW KINCH ST A-1 2,759 966 32

EASY-E2100 EASY ST KINCH ST 611 FT EAST FROM KINCH ST A-1 1,876 657 22

EASY-E2210 EASY ST 611 FT EAST FROM KINCH ST LANETRN DRIVE A-1 468 164 5

HUNTER-E1600 HUNTER ST S LIERMAN AVE AUSTIN DR A-1 1,016 356 12

HUNTER-E1610 HUNTER ST AUSTIN DR LANORE DR A-1 754 264 9

HUNTER-E1700 HUNTER ST LANORE DR 88 FT EAST FROM LANORE DR A-1 231 81 3

IVANHOE-E1610 IVANHOE WAY AUSTIN DR 566 FT WEST FROM AUSTIN DR A-1 695 243 8

IVANHOE-E1620 IVANHOE WAY AUSTIN DR LANORE DR A-1 1,300 455 15

JAMESCHRRY-E1720 JAMES CHERRY DR E FLORIDA AVE FAIRLAWN DR A-1 1,170 410 13

LANORE-S0900 LANORE DR E WASHINGTON ST HUNTER ST A-1 2,041 714 23

LANORE-S1100 LANORE DR HUNTER ST E MICHIGAN AVE A-1 2,409 843 28

LANORE-S1200 LANORE DR E MICHIGAN AVE IVANHOE WAY A-1 663 232 8

LANORE-S1210 LANORE DR IVANHOE WAY CUL DE SAC A-1 908 318 10

LANTRNHILL-E2100 LANTERN HILL DR KINCH ST EASY ST A-1 2,554 894 29

LANTRNHILL-E2210 LANTERN HILL DR EASY ST TIMOTHY TRAIL A-1 887 310 10

LANTRNHILL-E2300 LANTERN HILL DR TIMOTHY TRAIL S SMITH RD A-1 1,595 558 18

LAUREL-E1300 LAUREL DR E MICHIGAN AVE S PHILO RD A-1 2,291 802 26

LIERMAN-S0900 S LIERMAN AVE E WASHINGTON ST HUNTER ST A-1 2,036 713 23

LINDEN-S1510 LINDEN DR E PENNSYLVANIA AVE E DELAWARE AVE A-1 499 175 6

LINDEN-S1600 LINDEN DR E DELAWARE AVE E FLORIDA AVE A-1 855 299 10

LNCLNWOOD-S1400 LINCOLNWOOD DRIVE E MICHIGAN AVE E FLORIDA AVE A-1 3,763 1,317 43

MICHIGAN-E1100 E MICHIGAN AVE S COTTAGE GROVE AVE LAUREL DR A-1 2,558 895 29

MICHIGAN-E1300 E MICHIGAN AVE LAUREL DR S PHILO RD A-1 1,877 657 22

MICHIGAN-E1700 E MICHIGAN AVE LAUREL DR LINCOLNWOOD DR A-1 795 278 9

MICHIGAN-E1800 E MICHIGAN AVE LINCOLNWOOD DR S CURTISS DR A-1 941 329 11

MICHIGAN-E2000 E MICHIGAN AVE S CURTISS DR KINCH ST A-1 2,697 944 31

PENN-E1100 E PENNSYLVANIA AVE S COTTAGE GROVE AVE LINDEN DR A-1 2,024 708 23

PENN-E1300 E PENNSYLVANIA AVE LINDEN DR S PHILO RD A-1 2,259 791 26

RAINBOW-E2000 RAINBOW VIEW WEAVER ST RAINBOW CT A-1 1,302 456 15

RAINBOW-E2010 RAINBOW VIEW KINCH ST WEAVER ST A-1 740 259 9

RAINBOW-E2100 RAINBOW VIEW S SMITH RD KINCH ST A-1 4,328 1,515 50

RAINBOW-S0900 RAINBOW VIEW E WASHINGTON ST EASY ST A-1 748 262 9

RAINBOW-S1000 RAINBOW VIEW EASY ST WEAVER ST A-1 807 282 9

RAINBOW-S1010 RAINBOW VIEW WEAVER ST HUNTER ST A-1 449 157 5

RAINBOW-S1100 RAINBOW VIEW HUNTER ST RAINBOW CT A-1 1,270 445 15

RAINBOWCT-0000 RAINBOW CT A-1 800 280 9

RUTLEDGE-S1500 RUTLEDGE DR E VERMONT AVE BEGINNING OF CONCRETE PAVEMENT A-1 1,828 640 21

VERMONT-E1900 E VERMONT AVE S CURTISS DR RUTLEDGE DR A-1 756 265 9

VERMONT-E2000 E VERMONT AVE RUTLEDGE DR VERMONT CT A-1 2,202 771 25

VERMONT-E2010 E VERMONT AVE VERMONT CT KINCH ST A-1 598 209 7

VERMONT-E2100 E VERMONT AVE KINCH ST HILLSIDE DR A-1 946 331 11

VERMONT-E2200 E VERMONT AVE HILLSIDE DR GREENRIDGE RD A-1 2,977 1,042 34

83,905 29,367 965

CUL DE SAC

Summary Table of Proposed Work Locations Material Quantity for information only

ID Street Name From To Surface Treatment Area SY HFP (Gallons) CA-16, Crushed Steel Slag (Tons)

E Main St

E Washington St

P h ilo R d

E Florida Ave

K in ch S t

S L ie rm an A ve

Fairlawn Dr S S m it h R d

G lo ve r

A ve

S P o p la r

S t

A b b ey

R d

S H ig h

C ro ss R d

E Rainbow Vw

P fe ff er

R d

Easy St

E University Ave

E Michigan Ave N

H ig h C ro ss

R d

L an o re

D r

Butzow Dr A rt B ar te ll R d

A b er co rn S t

O g el th o rp e A ve

Haydon Dr

M o n tg o m er y

S t

A u st in

D rEastern Dr

Rutherford Dr

C u rtiss D r E Vermont Ave

S u n n y L n

Ivanhoe W ayKingston Dr

Barr Ave

Arte sia Xing

Tatman Ct

Old US 150

H ar tl e

A ve

B o h n

C ir

Wilson Rd

S R ai n b o w V w

D o d so n D r S

N S m it h R d

N P o p la r

S t

E University Ave

Champaign County GIS Consortium

2025 Bituminous Surface Treatment Project

25-00702-00-SC

Date created: 4/28/2025 Created by: Urbana Public Works, (217) 384 - 2342

Legend A-1 Bituminous Surface Treatment Locations

0 0.25 0.50.125 Miles

ONE LANE

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

pavement for a period of less than 15 minutes.

the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between edge of the pavement for a period of less than 60 minutes.

For any operation that is more than 24 (600) outside the than 60 minutes.

pavement for a period in excess of 15 minutes but less the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between amber dome light operating.

Vehicle with dual flashers or flashing min.

100' (30 m) min.

100' (30 m) ( amber dome light operating.

Vehicle with dual flashers or flashing

W20-4(0)-48

1 1 min.

100' (30 m) min.

100' (30 m) 1 1

W20-4(0)-48

4 SIGN SPACING

Posted Speed Sign Spacing

50-45

<45

500' (150 m)

350' (100 m)

200' (60 m)

1 = table for distances.

Refer to SIGN SPACING

Cleaning up debris on pavement

Utility operations

String line

Field survey

Marking patches Work area

Sign on portable or permanent support

Flagger with traffic control sign unless otherwise shown.

All dimensions are in inches (millimeters)

W20-7(O)-48

W20-7(O)-48

SYMBOLSTYPICAL APPLICATIONS

Illinois Department of Transportation

APPROVED 2011

APPROVED 2011

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF SAFETY ENGINEERING 1-1-09

STANDARD 701301-04

SHORT TIME OPERATIONS

LANE CLOSURE, 2L, 2W,

DATE REVISIONS

Revised flagger sign.1-1-11

Switched units to English (metric).