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Local Public Agency Formal Contract Proposal

COVERSHEET

Proposal Submitted By:

Contractor's Name

Contractor's Address City State Zi!;! Code

II IOI I

STATE OF ILLINOIS

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D Proposal Only D Proposal and Plans � Proposal only, plans are separate

Submitted/Approved For Local Public Agency:

For a County and Road District Project

Submitted/Approved

I Highway Commissioner Signature & Date

Submitted/Approved

I

For a Municipal Project

Submitted/Approved/Passed

Signature & Date

09/18/2026

Official TiUe

Countv Enaineer/Suoerintendent of Hiahwavs Sianature & Date

Department of Transportation

Released for bid based on limited review

Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are processed.

Completed 09/18/26 Page 1 of6 BLR 12200 (Rev. 01/19/23)

09.21.2026

Garrett Tierney Text Box

25-00572-00-FP

Garrett Tierney Text Box Joliet

Garrett Tierney Typewritten Text 09/21/2026

Printed 09/08/26 Page 1 of 2 BLR 12201 (Rev. 05/07/21)

Schedule of Prices

Contractor's Name

Contractor's Address City State Zip Code

Local Public Agency County Section Number

Joliet Will 25-00572-00-FP Route(s) (Street/Road Name)

Sunset Strip

Schedule for Multiple Bids Combination Letter Section Included in Combinations Total

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

Item Number Items Unit Quantity Unit Price Total

20200100 EARTH EXCAVATION CU YD 1162

20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 148

21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 1774

21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 1230

25200100 SODDING SQ YD 1230

28000510 INLET FILTERS EACH 10

30300112 AGGREGATE SUBGRADE IMPROVEMENT 12" SQ YD 444

31101800 SUBBASE GRANULAR MATERIAL, TYPE B 10" SQ YD 1777

35101600 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 632

40600275 BITUMINOUS MATERIALS (PRIME COAT) POUND 3998

40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 951

40600370 LONGITUDINAL JOINT SEALANT FOOT 534

40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 71

40603080 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 249

40604060 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 TON 206

42001300 PROTECTIVE COAT SQ YD 887

42300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 256

42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 1795

Local Public Agency County Section Number Route(s) (Street/Road Name)

Printed 09/08/26 Page 2 of 2 BLR 12201 (Rev. 05/07/21)

Joliet Will 25-00572-00-FP Sunset Strip

Item Number Items Unit Quantity Unit Price Total

42400300 PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH SQ FT 1588

42400800 DETECTABLE WARNINGS SQ FT 40

44000100 PAVEMENT REMOVAL SQ YD 1724

44000155 HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ YD 602

44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 232

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 1144

44000600 SIDEWALK REMOVAL SQ FT 3248

56500600 DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED EACH 13

60201105 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND

GRATE EACH 2

60251520 CATCH BASINS TO BE ADJUSTED WITH NEW TYPE 11V FRAME

AND GRATE EACH 1

60255500 MANHOLES TO BE ADJUSTED EACH 4

60261320 INLETS TO BE ADJUSTED WITH NEW TYPE 11V FRAME AND

GRATE EACH 1

60266600 VALVE BOXES TO BE ADJUSTED EACH 4

60500060 REMOVING INLETS EACH 2

60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 1144

X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 13

X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

Z0013798 CONSTRUCTION LAYOUT L SUM 1

Z0018500 DRAINAGE STRUCTURES TO BE CLEANED EACH 11

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.

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

ROADWAY IMPROVEMENTS FOR SUNSET STRIP (RICHMOND - CAMPBELL)

INDEX OF SPECIAL PROVISIONS

GENERAL SPECIAL PROVISIONS

LOCATION OF PROJECT

CONTROL OF WORK AND PROSECUTION OF PROGRESS

AWARD, PRE-CONSTRUCTION CONFERENCE & ANTICIPATED PROJECT COMMENCEMENT

MAINTENANCE OF ROADWAYS

CONSTRUCTION DEBRIS

CONSTRUCTION RESTRICTIONS

LOCATION OF EXISTING UTILITIES

PROTECTION OF EXISTING DRAINAGE FACILITIES

COOPERATION WITH OTHER CONTRACTORS

MATERIAL INSPECTION

INCIDENTAL WORK

NOTIFICATION OF PROPERTY OWNERS

COVERING MANHOLE LIDS

ADDITIONAL INSURED

CERTIFIED PAYROLL REQUIREMENTS

PREVAILING WAGE REQUIREMENTS

MOBILIZATION

SAWCUTTING

TRENCH BACKFILL

GENERAL CONDITIONS AND INSURANCE

GPS COLLECTION AND DATA REQUIREMENTS

PAY ITEM SPECIAL PROVISIONS

SUBBASE GRANULAR MATERIAL

PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT

PORTLAND CEMENT CONCRETE SIDEWALK

DETECTABLE WARNINGS

HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2”

TRAFFIC CONTROL AND PROTECTION, (SPECIAL)

TEMPORARY ACCESS (PRIVATE ENTRANCE)

ROADWAY IMPROVEMENTS FOR SUNSET STRIP (RICHMOND – CAMPBELL)

INDEX OF SPECIAL PROVISIONS (CONT.)

DISTRICT ONE (D1) SPECIAL PROVISIONS

STATUS OF UTILITIES (D1 LR)

AVAILABLE REPORTS (D1 LR)

PUBLIC CONVENIENCE AND SAFETY (D1)

COMPLETION DATE PLUS WORKING DAYS (D1)

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D1)

CLEANING EXISTING DRAINAGE STRUCTURES (D1)

ADJUSTMENTS-RECONSTRUCTS (D1)

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D1)

TRAFFIC CONTROL PLAN (D1)

HMA-MIXTURE DESIGN VERIFICATION & PRODUCTION (D1)

BDE SPECIAL PROVISIONS

AGGREGATE SUBGRADE IMPROVEMENT (BDE)

CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR (BDE)

COMPENSABLE DELAY COSTS (BDE)

HOT-MIX ASPHALT – LONGITUDINAL JOINT SEALANT (BDE)

INLET FILTERS (BDE)

PERFORMANCE GRADED ASPHALT BINDER (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

BLR SPECIAL PROVISIONS

REQUIRED COLD MILLED SURFACE TEXTURE

INSURANCE

BITUMINOUS SURFACE TREATMENT (CLASS A-1, A-2, A-3) FOR LOCAL LETTINGS

CONSTRUCTION AND MAINTENANCE SIGNS

LOCAL QUALITY ASSURANCE/QUALITY MANAGEMENT QC/QA

EMULSIFIED ASPHALTS

GENERAL SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2026; “Standard Specifications for Water and Sewer Main Construction in Illinois”, latest edition; 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 for bids; and the “Supplemental Specifications and Recurring Special Provisions”, indicated on the Check Sheet included herein; all of which apply to and govern the construction of Roadway Improvements Sunset Strip (Richmond St – Campbell St), Section 25-00572-00-FP, and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF PROJECT

The project is located on Sunset Strip between Richmond Street and Campbell Street, within the City of Joliet, Will County, Illinois.

CONTROL OF WORK AND PROSECUTION OF PROGRESS

It is the intent of the City of Joliet that the project be constructed in an orderly and timely manner.

The Contractor shall take special note of the provisions of Article 105.06, Article 108.01 Paragraph 2, and Article 108.02 of the Standard Specifications, which shall be adhered to.

The improvements shall be completed by July 2nd, 2027. After the completion date, an additional 10 working days will be allowed to complete punch list items. No extensions will be permitted in accordance with Article 108.08(b) of the “Standard Specifications for Road and Bridge Construction”, latest edition. Should the Contractor fail to complete the work, he will be held liable to the City of Joliet pursuant to amounts specified in Article 108.09 of the Standard Specifications.

The contractor shall be advised that once the improvements have begun, the contractor will be obligated to complete all necessary improvements within the street.

AWARD, PRE-CONSTRUCTION CONFERENCE & ANTICIPATED PROJECT COMMENCEMENT

Following the Bid Opening on 11/05/2026, the following schedule TENTATIVELY outlines the contracting phase of this project:

11/16/2026: Complete Bid Review 12/01/2026: Contract Award by City of Joliet 12/08/2026: Contractor receives Award Notice, and Contracts for Execution, Bonding and Insurance 12/22/2026: Bid Bond, Insurance, and Contractor Signatures returned to the City 04/01/2027: Pre-Construction Conference at City Hall ; 10:00 AM ; 150 W Jefferson St, Joliet, IL 60432 05/01/2027: Begin Construction

At the time of the Pre-Construction Conference, the Contractor will be required to furnish, at a minimum, the following items:

• Written progress schedule

• Names of Project Manager and Field Superintendent

• Names of subcontractors and material suppliers

• Name and contact number of person responsible for traffic control installation and maintenance

• Name of the contact person and emergency phone numbers of the Contractor’s representative for contact after construction hours

• Contractor and Sub-Contractor insurances indemnifying the City of Joliet and, if applicable, Resident Engineering Firm.

• Review of Project Staging, discussion of any changes proposed by Contractor

A Preconstruction Conference Notice will be sent to the Contractor to notify him of the items to be furnished at this meeting, as well as the time and location of the meeting and the required personnel.

All documents shall be submitted through the City of Joliet ProjectDox portal for review and approval.

MAINTENANCE OF ROADWAYS

Beginning on the date that work begins on this project, the Contractor shall assume the responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer.

All construction shall be staged and conducted in a manner consistent with the traffic control standards as shown in the plans, as detailed in these special provisions and as described in the staging portion of the plan set. The Contractor shall note that all of the traffic control standards applicable to this Contract require through traffic to be maintained at all times and the restoration of normal traffic movements at any point in time when the Contractor is not onsite. If the Contractor feels that any portion of this Contract cannot be completed in this manner, it shall be brought to the attention of the Engineer for additional determinations.

CONSTRUCTION DEBRIS

Add the following to the third paragraph of Article 202.03 of the Standard Specifications:

“The Contractor shall not conduct any generation, transportation, or recycling of construction or demolition debris, clean or general or uncontaminated soil generated during construction, remodeling, repair, and demolition of utilities structures, and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred, disposed, recycled, or treated. This documentation must be maintained by the Contractor for 3 years.”

CONSTRUCTION RESTRICTIONS

All engines and engine driven equipment used in relation to this project shall be equipped with an adequate muffler in constant operation and properly maintained to prevent excessive noise.

Construction hours are as follows: Monday – Friday, 7:00 a.m. to 7:00 p.m., Saturdays 7:00 a.m. to

5:00 p.m., Sundays and holidays – no work allowed. Any requested variations to these hours shall be approved by the City in writing, prior to commencing any operations outside of these hours.

LOCATION OF EXISTING UTILITIES

Locations of all utilities shown on the Plans are approximate only, and are not necessarily complete.

The Contractor shall make his own investigations as to the locations of all existing structures, cables, and pipe lines. Prior to construction, the Contractor shall contact utility companies to arrange for location of any utilities they may have in the various areas and to provide his schedule.

It is understood and agreed that the Contractor has considered in his bid all of the permanent and temporary utility appurtenances in their present or relocated positions and that no additional compensation will be allowed for any delays, inconvenience or damage. It is also suggested that the Contractor call the concerned utility companies for further information. Contractor shall bring to the attention of the Engineer any potential conflicts after receiving all necessary JULIE information. In areas where JULIE locates reveal potential conflicts with proposed storm sewer installation or roadway excavation, the Contractor shall field verify the depth of these utility crossings. In any such area, the Engineer will verify if potential adjustments to the proposed utility installations will be required.

PROTECTION OF EXISTING DRAINAGE FACILITIES

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

COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate with other Contractors that are working on or near any portion of the project site. The Contractor shall schedule his construction to minimize conflicts in common work areas and to maintain continuity in construction and traffic management. The Contractor will be given the names of any other Contractors who will work on or near the project site. It is the Contractor’s responsibility to contact each Contractor and coordinate the sequence of work with them.

MATERIAL INSPECTION

All Hot-Mix Asphalt and P.C. Concrete materials used on this project shall be tested and inspected in accordance with the Illinois Department of Transportation’s QC/QA requirements.

The Contractor shall provide QA testing to the City of Joliet Resident Engineer by 4:00 p.m., 48-hours in advance of construction for inspection of all Hot-Mix Asphalt and concrete materials used on this project.

The Contractor is to submit a QC plan for HMA and concrete materials to the QA Manager/City Engineer for approval prior to construction operations commencing. The QA Manager/City Engineer will approve this plan.

QC and QA reports for concrete will be retained by the City Engineering Department after review and approval by the QA Manager/City Engineer.

QC reports for bituminous mixtures will be transmitted directly by the Contractor daily during production to the QA Manager/City Engineer. The Engineering Department will review and retain the QA plant reports. The QA field reports can be submitted by the QA Manager/City Engineer to the Engineering Department.

All documents shall be submitted through the City of Joliet’s ProjectDox Portal for review and approval.

INCIDENTAL WORK

All work shown on the Plans, described in the applicable specifications or in these Special Provisions and not covered by a pay item, will be considered as incidental to the Contract.

NOTIFICATION OF PROPERTY OWNERS

It shall be the responsibility of the contractor to notify the residents of the upcoming construction.

The contractor shall notify the residents in multiple steps as provided below:

1. Flyers, door hangers, or message boards shall be provided a minimum of two (2) weeks prior to the start of construction to residents being affects by construction.

2. Advanced notification to any affected residence or business shall be required prior to any temporary or short-term obstruction of access to adjoining roadway. If notification of temporary loss of access (date, time, and duration) has not been made at least forty-eight (48) hours, but no more than seven (7) days prior to, the Contractor shall not be allowed to proceed with that particular work item.

a. Loss of access shall not exceed seven (7) days for any residence or business.

b. The morning of the work, the Contractor will again be required to notify the property owner verbally.

3. The notice given out by the Contractor should provide information regarding the anticipated date that full access or water will be restored.

4. Coordination between activities should allow for work to be done in a timely matter to permit access to the roadway.

COVERING MANHOLE LIDS

All manhole lids, buffalo boxes, etc., shall be covered with cardboard or any other suitable material prior to any priming or sealing operation. After completing the operation, the Contractor shall remove the temporary covers and clean any covers that he failed to properly cover. The cost of this work shall be incidental to the cost of the contract and will not be paid for separately.

If the contractor so chooses to remove the lids prior to activities, the removal, reinstallation, adjustments, and materials needed for said adjustment shall be incidental to the cost of the contract.

ADDITIONAL INSURED

During the Contracting phase of this project, the Contractor shall Contact City of Joliet to determine the extent of the agencies that shall be named as additionally insured on this project. At a minimum, the following shall be named:

The City of Joliet, and Resident Engineering Firm, and all other agencies and representatives on-site under the direction of those entities shall be listed.

CERTIFIED PAYROLL REQUIREMENTS

Per Public Act 94-0515, Contractors and Subcontractors on public works projects must submit certified payroll records on a monthly basis to the Village, along with a statement affirming that such records are true and accurate, that the wages paid to each worker are not less than the required prevailing rate and that the Contractor is aware that filing records he or she knows to be false is a Class B misdemeanor.

The certified payroll records must include for every worker employed on the public works project the name, address, telephone number, social security number, job classification, hourly wages paid in each pay period, number of hours worked each day, and starting and ending time of work each day.

These certified payroll records are considered public records and public bodies must make these records available to the public under the Freedom of Information Act, with the exception of the employee’s address, telephone number and social security number. Any Contractor who fails to submit a certified payroll or knowingly files a false certified payroll is guilty of a Class B misdemeanor.

PREVAILING WAGE REQUIREMENTS

In accordance with the Public Act 94-0515, the Contractor shall be responsible for the following requirements:

Maintain records for three (3) years of all laborers or workers employed on this project including their name, address, phone number, social security number, classification, hourly wages paid in each pay period, and the number of hours worked each day.

Submit these records to the village clerk in either hard copy or electronically.

Certify in writing these records are true and accurate; that the rate paid is not less than the Applicable Prevailing Wage.

These records shall be made available for inspection by the Illinois Department of Labor on two (2) business days notice.

The Contractor shall note that filing a false Certified Payroll is a class B misdemeanor.

This contract calls for the construction of a “public work,” within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/.01 et seq. (“the Act”). The Act requires contractors and subcontractors to pay laborers, workers and mechanics performing services on public works projects no less than the “prevailing rate of wages” (hourly cash wages plus fringe benefits) in the county where the work is performed.

For prevailing wage information, go to the City of Joliet website:

https://www.joliet.gov/government/departments/finance/purchasing/prevailing-wage-information

For information regarding current prevailing wage rates, please refer to the Illinois Department of Labor’s website at: https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html

All contractors and subcontractors rendering services under this contract must comply with all requirements of the Act, including but not limited to, all wage, notice and record keeping duties.

MOBILIZATION

This Contract contains no provisions for Mobilization. Therefore, Section 671 of the Standard Specifications is deleted.

SAWCUTTING

Sawcutting shall not be paid for separately but shall be included in the cost for removal items.

TRENCH BACKFILL

This work shall be in accordance with Section 208 of the IDOT Standard Specifications except that the trench backfill material shall be CA-6, meeting the requirements of Section 1003 & 1004.

Trench backfill shall be installed in nine (9) inch lifts, loose measure, and mechanically compacted to 95% Modified Proctor Density.

This work shall not be paid separately and shall be considered incidental to the removal items or associated pipe installation.

GENERAL CONDITIONS AND INSURANCE

Please see the City of Joliet General Conditions Booklet Adopted October 15, 2020.

Section 2-448(c). Insurance; all construction and demolition contracts.

1. The successful bidder in all construction and demolition contracts shall submit, with other required contract documents, a certificate of insurance, issued by an insurance company licensed to do business in Illinois, indicating the bidder as the insured and naming the City of Joliet (and its officers and employees) as additional insured with right of notice of cancellation for the duration of the contract in at least the following amounts:

a) General Liability Insurance – One Million Dollars ($1,000,000) general liability insurance covering injuries, deaths and property damage.

b) Workers Compensation Insurance – amount required by Illinois law.

2. The successful bidder shall require the same amounts and coverages as in sub-section (1) from all subcontractors.

3. The amounts stated in sub-section (1)(a) shall be doubled for contracts exceeding Five Hundred

Thousand Dollars ($500,000).

4. The minimum amount of insurance may be modified and other insurance-related terms and conditions may be required in specific contracts as the Mayor and City Council may deem appropriate

GPS COLLECTION AND DATA REQUIREMENTS

The City of Joliet uses GIS (Geographical Information System) technologies to store, manage, and maintain geographic/spatially related data. Likewise, most of the civil engineering community has evolved to the point where the predominating design environment is computer aided design and drafting (CAD). It is the goal of the City to use GIS and CAD technologies to acquire as-built data for all infrastructure installed. It is the responsibility of the contractor to deliver complete and accurate GIS data prior to acceptance of any improvements. The standards below will guide integration of digital engineering CAD drawings into the GIS environment, while maintaining the integrity and positional accuracy of the data.

Blank attribute tables in geodatabase format will be provided by the City for storm, water, sanitary, electric, and dry utility systems. The fields are already formatted and are to be used for providing attribute information that corresponds to the infrastructure.

Requirements for Digital CAD and GIS As-Built Submittals:

• All data shall be in coordinate system: NAD_1983_StatePlane_Illinois_East_FIPS_1201 Feet.

• The scope of mapped infrastructure is to include water main, sanitary sewer, storm sewer, storm sewer outflows, electrical, streetlights, and all other appurtenances required by the City of Joliet.

• Do not rename any of the attribute tables.

• Do not alter the original formatting and structure of the attribute tables or replace them with similar tables.

• Use the correct table for each sewer line, structure type, or other feature.

• All required fields filled in with appropriate data. Additional information entered in the non-required fields is also helpful.

• Correct units and precision used for pipe diameter, pipe length, upstream elevation, etc.

• Correct code from the lookup tables used when required. The lookup tables can be found in in the metadata associated with the geodatabases. Whenever possible use the code that most accurately describes the item.

• Removed or abandoned features need to be denoted as such within the attribute table.

• All sanitary and storm sewer shall be drawn in the direction of flow.

• Collect GPS points of structures prior to burying.

General Notes:

• The lookup tables are not linked to the attribute tables, so they are used as a reference.

• Adhere to the requirements in any “type” column in the Attribute Table Requirements.

• This formatting must be adhered to for the attribute information to be used properly.

https://www.joliet.gov/government/departments/finance/purchasing/prevailing-wage-information https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html

• Excel (.xls) files can be accepted for the attribute tables if the formatting is kept the same and none of the field names are changed or deleted, however the original geodatabase file format is preferred.

• If it is unclear which attribute tables should be used or how to code any of the required fields, please consult with the City prior to delivering your digital data submission.

• Data shall be submitted in full GIS geodatabase format or AutoCAD drawings with Civil 3D Models.

• Refer to external City documents regarding more detailed CAD and GIS standards and guidelines.

• All files are to be submitted at as-built stage (upon completion of construction).

GIS General Requirements:

The Contractor is to provide real-time utility and infrastructure asset data for delivery into the City of Joliet’s Geographic Information System (GIS) for all improvements and appurtenances. The Contractor is required to utilize GPS equipment to obtain selected project datapoints, assets, and real-time as-built utility information during construction.

Equipment Requirements:

Equipment requirements for data collection shall include GPS Rovers that meet the minimum accuracy and real-time GIS integration requirements. Equipment used to collect this data shall be properly calibrated and capable of meeting a minimum accuracy of 10 mm horizontally and 20 mm vertically (Trimble R2, DA2, or equal).

In addition to the GPS Rover, a dedicated smart phone or tablet with 5G cellular connectivity to be provided by the Contractor is needed for the GPS unit to communicate. The City will not provide technical support of operation of the GPS units. If support is needed, contractors can hire a GIS consultant approved by the City knowledgeable of the process.

The GPS equipment shall integrate and utilize the Esri ArcGIS Field Maps Application (downloadable from App Store and Google Play) with a City provided Project Map. The Contractor will provide real-time connectivity and data updates using a cellular data connection with the GPS unit. GPS units must be able to deliver real time, cellular networked data to an ESRI ArcGIS Online portal established by the City. The Contractor will have access to collected data and can utilize this GIS information to assist them throughout the project. The Contractor will use a City provided ESRI license.

Setup and Collection Requirements:

Contractor shall obtain survey data during or immediately after installation of the utility. For open trench and exposed water main or sewer utilities, data points shall be obtained at intervals of 50 feet and at directional changes with a minimum of 2 points. Utilities that are bored (trenchless) will be surveyed at the exposed pit locations at both ends and along the boring route with depths manually inputted every 10 feet from the above ground locating devices. For water, sanitary, and storm services, data points shall be obtained at intervals of 10 feet and at directional changes with a minimum of 2 points.

Data collection with the GPS device shall be completed by the Contractor on a real-time basis as the project is being constructed. The Contractor shall verify that data is being collected in real-time in the provided GIS portal (simple website link) on a regular basis, no less than two times per day.

Contractor shall have a surveyor establish GPS control points, and the contractor shall check in daily (beginning of day) to verify and maintain calibration of the device.

At least 95% of collected data must meet GPS accuracy requirements. Data not meeting this standard will be required to be exposed and surveyed again until this standard is met.

Data Collection Features

The following features are required to be collected by the Contractor during construction for the purpose of delivering GIS Digital As-Builts:

1. Water main, services, fittings, valves, hydrants, corporation stops, curb stops, structures, b-boxes, and related features (horizontal, vertical elevation, top of pipe, sizes, model data)

2. Sanitary sewer, services, manholes, cleanouts, and related features (horizontal, vertical elevation, top of pipe, sizes, model data)

3. Exposed Sanitary Services (horizontal, vertical elevation, sizes, regardless of type)

4. Storm sewer services, manholes, sump, and related features (horizontal, vertical elevation, top of pipe, sizes, model data)

5. Electric lines including but not limited to streetlights, handholes, connection points, and all appurtenances (horizontal, vertical elevation, sizes, regardless of type)

6. Dry utility exposed during construction (horizontal, vertical elevation, sizes, regardless of type)

7. Connections to existing utilities

8. Any other proposed or modified underground utility work or related feature

9. All City owned facilities shall be provided in GIS and As-builts

Final GPS survey code and data input requirements will be provided at project start-up.

Submittals:

Digital Data Collection will be conducted in real-time during construction and visible within the ArcGIS Online portal. No final GIS package delivery will be required of the contractor (final as-built survey is still required).

The City will finalize data collection by completing final utility connected linework for the purpose of delivering GIS feature classes or shapefiles compatible with ESRI. Utility lines connected shall include all identified attributes. If needed, the Contractor will assist the City and clarify final pipe data and connections within GIS.

Data Acceptance:

At time of project completion, the City will verify that all data has been collected satisfactorily. Failure to do so will be grounds for not accepting the project or releasing retainage until the data is satisfactory. If, at any time, the Contractor fails to perform this work, the City reserves the right to utilize an outside provider and charge the work to the project owner prior to releasing the retainage/contract bond and/or accepting the project.

Drawing Requirements:

All drawings prepared for the City of Joliet Public Utilities Department will include the general notes found in Appendix D – General Notes and the Standard Details as Provided in Appendix B of this Design Manual All drawings shall be in compliance with the design criteria as outlined in this manual and formatted for 24” x 36” full-size production. Drawings will be submitted via digital (PDF) in the City of Joliet ProjectDox System.

All projects shall require the submittal of As-Built drawings. As-built drawings shall be red-line updated monthly during construction and will be subject to review by City inspectors. Drawings submitted upon project completion shall show the as-built location of all utilities and utility structures and be provided in AutoCAD and PDF format.

This work shall not be paid for separately but be considered include in the cost of CONSTRUCTION LAYOUT and include all materials, labor, and equipment needed to complete the GPS data capture.

PAY ITEM SPECIAL PROVISIONS

SUBBASE GRANULAR MATERIAL

This work shall be performed in accordance with Section 311 of the Standard Specifications with the exception that the first layer be constructed immediately following the roadway excavation. The Contractor shall place the first layer of base course before the end of each work day so that the limits of the excavation are accessible to vehicular traffic. The first layer of base course shall be a minimum thickness of three (3”) inches and the width shall extend to the limits of the roadway as shown in the plans. Aggregate ramps shall be constructed at the limits of the excavation at the end of each work day to allow vehicular access to the roadway. All material used in providing access shall be utilized in the final base course and shall be considered incidental to this item.

Upon completion of the first layer of base course and after the installation of the curb and gutter, a proof roll shall be performed to locate any unsuitable sub-grade material that will require removal.

This proof roll shall be accomplished in the presence of the engineer and shall be done with a loaded semi-truck.

Upon completion of the final lift of base course and prior to the placement of the hot mix asphalt pavement, the contractor shall perform another proof roll.

Aggregate used for base course will be measured for payment in square yards of the type and thickness specified.

This work will be paid for at the contract unit price per square yard for SUBBASE GRANULAR MATERIAL, of the type and thickness specified and shall include all labor, materials, equipment, and all other appurtenances required to install the aggregate base course. The saw cutting of asphalt will be not paid for separately and be included in all the removal items.

PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT

This work shall be in accordance with Section 423 of the Standard Specifications and includes furnishing all materials, equipment and labor necessary to install P.C.C. Driveway Pavement.

Driveway thickness shall be as specified within the plans and be reinforced by 6" x 6" #10 welded wire fabric. All driveways shall be placed on a four inch (6") thick sub-base of stone.

Expansion material shall be put at both ends of the approach.

This work will be paid for at the contract unit price per square yard for PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, of the thickness specified, and shall include all labor, material, equipment, and all other appurtenances in order to complete the installation.

PORTLAND CEMENT CONCRETE SIDEWALK

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 match the adjacent apron thickness, or as specified, and shall be reinforced with 6" x 6" #10 welded wire fabric. All sidewalks shall be placed on a four inch (4") thick aggregate sub-base.

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

Where curb ramps are specified in the plans, this work will not be paid separately and shall be considered incidental to the construction of the associated sidewalk items.

The work will be paid for at the contract unit price per square foot for PORTLAND CEMENT CONCRETE SIDEWALK, of the thickness specified and shall include all labor materials, equipment, and all other appurtenance to install the sidewalk.

DETECTABLE WARNINGS

Detectable warning panels shall be reusable cast iron plat truncated domes with contrasting color (natural patina unfinished).

Payment for the Detectable Warnings shall be paid for at the contract unit price per square foot for

DETECTABLE WARNINGS.

HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2”

This work shall conform to Section 440 of the Standard Specifications for Road and Bridge Construction with the following additional requirements:

At the existing curb and gutter edge, and at any butt joint with existing asphalt pavement, the depth of removal shall be one and a half (1 ½”) inches. The depth of milling from edge of pavement to centerline shall vary as necessary in order to match the proposed slopes noted on the plans.

If additional pavement is removed or damaged due to negligence on the part of the Contractor, the additional quantities shall not be measured for payment, but shall be done at the Contractor’s expense.

This work shall be paid for at the contract unit price per square yard for HOT-MIX ASPHALT SURFACE REMOVAL, 1 ½”, which shall include all labor, material, disposal and equipment required to complete the work as detailed in the plans and specified herein. No additional compensation will be granted for any additional hand work required adjacent to the curb or around manhole structures.

TRAFFIC CONTROL AND PROTECTION, (SPECIAL)

Traffic control shall be in accordance with the applicable Sections of the Standard Specifications for Road and Bridge Construction, and the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways. In addition, these special provisions, and any special details and applicable portions of the Highway Standards contained herein and in the plans, will also serve as a reference for traffic control.

At the Preconstruction Conference, the Contractor shall furnish the name of the individual in his direct employ who is to be responsible for the installation and maintenance of the traffic control for this project. If the actual installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the Preconstruction Conference in accordance with Article 108.01 of the Standard Specifications for Road and Bridge Construction.

This shall not relieve the Contractor of the foregoing requirement for a responsible individual in his direct employ.

The Contractor shall ensure that all traffic control devices installed by him are maintained and operational 24 hours a day, including Saturdays, Sundays and holidays.

Advance notification to any affected adjoining residence or business shall be required prior to any temporary or short-term obstruction of access to the adjoining roadway. If notification of a temporary loss of access (date, time and duration) has not been made at least 24 hours, but not more than 48 hours prior to, the Contractor shall not be allowed to proceed with that particular work item. Where driveways are removed for replacement, temporary aggregate ramp(s) at the direction of the Engineer shall be provided, and paid for at the Contract unit price per EACH for TEMPORARY ACCESS (PRIVATE

ENTRANCE).

The Contractor shall provide written notice to the City of Joliet and Engineer at least 72 hours in advance of beginning any work.

Special attention is called to Articles 104.04, 107.09 and 107.14 of the Standard Specifications for Road and Bridge Construction and the highway standards included in the plans.

Any and all roadway closures that last more than thirty (30) minutes shall have a Roadway Closure permit approved by the City prior to any closure by the Contractor. If a roadway is to be close for no more than thirty (30) minutes the Contractor shall notify all emergency departments within the City prior to any lane closure. Additionally, all business or residents shall be notified prior to the closure.

The roadway closure permit shall be submitted to the City for review a minimum of seven (7) business days prior to the anticipated closure. Any roadway closed without written approval by the City of Joliet shall result in liquated damages in the amount of $25,000 per calendar day and all work being performed shall stop, be restored, and roadway reopened at the Contractors own expense.

Traffic control and protection will not be paid for each individual Standard separately but will be paid for as a Contract Lump Sum for TRAFFIC CONTROL AND PROTECTION (SPECIAL), in accordance with District 1 Special Provision titled Traffic Control Plan (D1). This price shall be payment in full for all labor, materials, transportation, handling and incidental work necessary to furnish, install, maintain and remove all traffic control devices as indicated in the plans, as outlined above, and as approved by the Engineer.

TEMPORARY ACCESS (PRIVATE ENTRANCE)

This work shall consist of constructing and maintaining a temporary aggregate surface course for temporary access to a residential driveway according to Section 402 of the Standard Specifications, with these additional exceptions:

The aggregate material used for the temporary access surface course shall be the same as the material being used for construction of the adjacent roadway section (CA-6).

This work shall be paid for at the contract unit price per EACH for TEMPORARY ACCESS (PRIVATE ENTRANCE), which shall include all labor, material, disposal and equipment required to complete the work as detailed in the plans and specified herein.

STATUS OF UTILITIES (D1-LR)

Effective: January 13, 2026

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

UTILITIES TO BE ADJUSTED

No conflicts to be resolved (or if there are conflicts, they are to be listed as noted above)

The following contact information is what was used during the preparation of the plans as provided by the Agency/Company responsible for resolution of the conflict.

Agency/Company Responsible to

Resolve Conflict

Name of contact Phone E-mail address

AT&T Dan Bluhm 779-456-2850 db3492@att.com ComEd Kurt Armstrong 779-231-3174 kurt.armstrong@comed.com Nicor Karey Johnson (Engineering – Planning) 630-388-2923 karejohn@southernco.com Nicor Frank Tanzillo (Area Mgr – Construction) 224-239-8587

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances, the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owner’s part can be secured.

Pre-Stage

STAGE / LOCATION TYPE DESCRIPTION OWNER

Stage 1

STA 10+50 to 16+07 Gas

Nicor gas main located within parkway on west side of Sunset Strip roadway, beneath multiple proposed driveway apron and sidewalk construction areas. Contractor shall take caution while excavating.

Nicor

STA 11+66 Telephone

AT&T direct buried cable is retired in place at this location. The cable has been verified dead by a field technician, and ends cleared in terminal. The cable has no working service, is retired in place and can be cut or removed without issue.

AT&T

Stage 2

No facilities requiring extra consideration (or listed as noted above)

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company

Responsible to Resolve Conflict

Name of contact Phone E-mail address

AT&T Dan Bluhm 779-456-2850 db3492@att.com ComEd Kurt Armstrong 779-231-3174 kurt.armstrong@comed.com Nicor Karey Johnson (Engineering – Planning) 630-388-2923 karejohn@southernco.com Nicor Frank Tanzillo (Area Mgr – Construction) 224-239-8587

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor, and the utility companies when necessary.

The contractor is responsible for contacting JULIE (or DIGGER within the City of Chicago) prior to any excavation work. Please note that IDOT electrical facilities are not part of the one-call locating services, such as JULIE or DIGGER.

If the contract requires the services of an electrical contractor, it is the contractor’s responsibility, at their own expense, to locate existing IDOT and/or local agency electrical facilities before commencing work.

For contracts that do not require an electrical contractor, the contractor may request one free locate of IDOT electrical facilities by contacting the Department’s Electrical Maintenance Contractor and/or the appropriate local agency electrical maintenance contractor. Additional locate requests will be at the contractor’s expense.

For work on or near IDOT ROW on contracts without an electrical contractor, the Department’s Electrical Maintenance Contractor must be notified at least 72 hours in advance of the work by calling 773-287- 7600 or emailing dispatch@meade100.com to arrange for the locating of underground electrical facilities.

Please note, the marking of underground facilities does not absolve the contractor of their responsibility to repair or replace any facilities damaged during construction at their expense.

mailto:dispatch@meade100.com

AVAILABLE REPORTS (D1 LR)

Effective: July 1, 2021

☐ No project specific reports were prepared.

When applicable, the following checked reports and record information is available for Bidders’ reference upon request:

☐ Record structural plans

☐ Preliminary Site Investigation (PSI) (IDOT ROW)

☐ Preliminary Site Investigation (PSI) (Local ROW)

☐ Preliminary Environmental Site Assessment (PESA) (IDOT ROW)

☐ Preliminary Environmental Site Assessment (PESA) (Local ROW)

☐ Soils/Geotechnical Report

☐ Boring Logs

☒ Pavement Cores

☐ Location Drainage Study (LDS)

☐ Hydraulic Report

☐ Noise Analysis

☐ Other: ______________________

Those seeking these reports should request access from:

Garrett Tierney, Civil Engineer I City of Joliet gtierney@joliet.gov 8:00 AM to 4:30 PM (M-F)

PUBLIC CONVENIENCE AND SAFETY (D1)

Effective: May 1, 2012 Revised: July 15, 2012

Add the following to the end of the fourth paragraph of Article 107.09:

“If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.”

Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09:

“The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After”

Delete the fifth paragraph of Article 107.09 of the Standard Specifications:

“On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic…