Bid Documents Bid Number 26-6-2

Cured-In-Place Pipe (CIPP)

Village of Addison

Purchasing Department 1 Friendship Plaza

Addison, IL 60101

(630) 543-4100

June 23, 2026 Bid No. 26-6-2

To Whom It May Concern:

Herein are Bid Documents to supply the Village of Addison with the following services: Cured-In-Place Pipe (CIPP)

Sealed bids must be received at the Information Desk of Addison Village Hall, 1 Friendship Plaza, Addison, Illinois, prior to 10:15 a.m. on

Monday, July 20, 2026; immediately thereafter all bids will be publicly opened and read aloud in Room 2002.

All bids must be submitted on the forms provided in a sealed envelope and include all signatures and information identified in the bid specifications. It is the responsibility of the bidder to ensure bids satisfy the requirements identified in the Bid Documents. The self- addressed label provided with the Bid Documents must be affixed to the outside of the sealed envelope.

If there are any errors or inconsistencies found in the Bid Documents, bidders must notify the Village of Addison of those errors or inconsistencies before the due date listed above.

Minorities and women-owned businesses (W.B.E.) are encouraged to participate.

This is an Illinois Prevailing Wage Project.

Mandatory site visit required. See bid specifications for details.

The Village of Addison reserves the right to waive all technicalities, and to accept and or reject part(s) of any or all bids which it deems advantageous.

The Village only uses Bidnet Direct to publish and maintain current bids. Bid documents found on other websites are not under our control and we do not guarantee their accuracy. To see current Village of Addison opportunities please visit our Bidnet Direct page at, the registration is free:

https://www.bidnetdirect.com/illinois/villageofaddison.

Respectfully submitted, Ewa Adamow Village Purchasing Agent

IMPORTANT

The attached label must be affixed to the front of the envelope the completed bid is submitted in. This attached label may be printed on an 8.5 X 11 label stock or printed on paper and securely fastened to the front of envelope you are submitting the bid in.

Bids without the attached label on the envelope may be delayed and not arrive in time for the bid opening.

If you have questions pertaining to this bid you may contact:

Ewa Adamow 630-693-7507 purchasing@addison-il.org

Bidders Name:

Address:

City:

State: Zip:

Village of Addison 1 Friendship Plaza Addison, IL 60101

Sealed Bid Enclosed Bid No. 26-6-2 CIPP

Bid Opening Date: July 20, 2026

Bid Opening Time: 10:15 AM www.AddisonAdvantage.org

CIPPIPE

CURED-IN-PLACE PIPE (CIPP)

SPECIFICATIONS

BID NO. 26-6-2

I. INTENT

A. It is the intent of this specification to provide for the cleaning, root cutting (as necessary), and reconstruction of approximately 3,460 lineal feet of 12” sanitary sewer by the installation of cured-in-place pipe (CIPP). CIPP is formed by the insertion of a resin-impregnated flexible felt tube into the existing pipe. The tube is expanded in an inversion process to fit against the original conduit, and then heated to cure the resin. The finished product shall be a joint-less, structural pipe that is formed to the existing pipe. All materials, labor, and equipment shall be provided by the successful bidder, through this not-to-exceed bid price, to provide a complete “turn-key” project.

II. LOCATION OF WORK- 12” VCP

A. 341 S. Harvard to 329 S. Harvard (202ft.)

B. 329 S. Harvard to 313 S. Harvard (211 ft.)

C. 313 S. Harvard to Harvard and Palmer (199 ft.)

D. Harvard and Palmer to 233 S. Harvard (226 ft.)

E. 233 S. Harvard to 213 S. Harvard (212 ft.)

F. 213 S. Harvard to Wrightwood and Harvard (223 ft.)

G. 241 E. Fullerton to 341 S. Yale (191 ft.)

H. 341 S. Yale to 329 S. Yale (197 ft.)

I. 329 S. Yale to 313 S. Yale (199 ft.)

J. 313 S. Yale to Yale and Palmer (224 ft.)

K. Yale and Palmer to 228 S. Yale (242 ft.)

L. 228 S. Yale to 212 S. Yale (212 ft.)

M. 212 S. Yale to Wrightwood and Yale (206 ft.)

N. Yale and Wrightwood to Harvard and Wrightwood (357 ft.)

O. Harvard and Wrightwood to Michigan and Wrightwood (358 ft.)

III. REFERENCED DOCUMENTS

A. This specification references American Society for Testing and Materials (ASTM), National Association of Sewer Service Companies (NASSCO), and American Water Works Association (AWWA) standards which are made part hereof by such reference, and shall be the latest edition and revision thereof. If there is a conflict between these standards and this specification, this specification will govern.

IV. REQUIREMENTS FOR QUALIFICATION AS A NEW PRODUCT, MANUFACTURER

OR INSTALLER

A. If a Product, Manufacturer, or Installer cannot qualify as Commercially Acceptable (as defined previously), that Product, Manufacturer, or Installer may still qualify as New, and as such, may still be allowed to participate, on a limited basis, in pipeline reconstruction projects for the Owner.

B. In order to be qualified as New, the manufacturer and/or installer of that Product must be willing to install a test section of 300 feet, minimum, under the supervision of the Owner’s inspector for review by the appropriate Owner officials. This test section will be at no charge to the Owner and will be used to evaluate installation, trauma, product performance, public disruption and compatibility with the Owner’s current standards and requirements. This requirement may be waived by the Owner, at the Owner’s sole discretion, in the event the Product is offered by a Commercially Acceptable Manufacturer and a Commercially Acceptable Installer.

C. To evaluate the test section, the following criteria have been established:

1. The post-video tape will be reviewed to ensure that the finished pipe has no flat spots or other shape irregularities that were not present in the host pipe and that no infiltration is observed.

2. Dimples must be visible for internal reinstatement of services.

3. Conduct leakage test as per ASTM F1216 or ASTM F1417.

4. Evaluate level of disruption (time limit, surface disturbance, etc).5. A section of the pipe shall be excavated and removed with the following tests performed:

a) Verify design thickness in accordance with ASTM D3567.

b) Verify design physical properties in accordance with ASTM D790.

c) Measure pipe stiffness (minimum of three (3) samples) in accordance with ASTM D2412 and compare to calculations for pipe stiffness.

d) Evaluate chemical resistance in accordance with ASTM F1216.

e) For fiberglass reinforced products, conduct strain - corrosion testing in accordance with ASTM D3681 without failure in 18 samples when exposed to 1.0N sulfuric acid at the following strain levels for the time periods shown: External hydrostatic pressure testing - Third part testing of external hydrostatic loading capacity of at least ten (10) restrained pipe samples to verify design techniques.

HOURS

NO OF

SAMPLES

MINIMUM STRAIN

10 4 0.72 100 5 0.69 1,000 5 0.67 10,000 4 0.64

V. NEW MANUFACTURER REQUIREMENTS

A. The Manufacturer must be able to demonstrate sufficient in-house engineering support and manufacturing quality control. Furthermore, to insure the long term protection of the Owner, the Manufacturer shall submit three years audited financial data and must be financially sound by generally accepted accounting principles. In addition, the Manufacturer must be shown to comply with the requirements as listed in Section X.

VI. NEW INSTALLER REQUIREMENTS

A. The Installer must satisfy all insurance, financial, land bonding requirements of the Owner, and must have had at least 3 years active experience in the pipeline reconstruction field or related fields. In addition, the Installer must show compliance with Section XI.

VII. PRODUCT INFORMATION

No product will be allowed to be bid or installed without submittal of test data supporting the following product performance requirements. Product samples used for testing shall be similar to those proposed for installation. Test samples shall be prepared so as to simulate installation methods and trauma of the product.

Chemical resistance - Tests shall be conducted in accordance with ASTM F1216, and meet the minimum guidelines listed therein.

Long-term properties - Tests to confirm 50-year design values shall be conducted in accordance with ASTM D2990. As an alternative, third party testing of a 10,000 hour external loading test, conducted in a wet environment to simulate field conditions, can be used to verify long-term design values.

Flow characteristics - The in-service Product shall provide full flow capacity equal to at least 100% of the host pipe’s original capacity. Manufacturer or Installer shall provide at least one in-ground flow test, verified by a third party, which measures flow characteristics of the product in unclean, in-service sewers.

Strain-corrosion testing - Glass fiber reinforced products shall submit strain corrosion test data performed in accordance with ASTM D3681 without failure in 18 samples when exposed to 1.0N sulfuric acid at the following strain levels for the time periods shown:

External hydrostatic pressure testing - Third part testing of external hydrostatic loading capacity of at least ten (10) restrained pipe samples to verify design techniques.

HOURS NO. OF SAMPLES MINIMUM STRAIN %

10 4 0.72 100 5 0.69 1,000 5 0.67 10,000 4 0.64

Soil loading - third party soil cell testing of the product to demonstrate structural capacity and verify design techniques.

VIII. DESIGN ANALYSIS

A. The “Design Parameters” submittal sheet follows this specification and is attached for submittal of the required, contractor supplied, parameters. Important site specific information is also provided for your use.

B. The design period used for the product must be submitted for review and approval.

Physical properties used in design equations must be validated by independent testing of product samples from ten previous projects. Physical values derived from laboratory samples will not be allowed.

C. Any product that claims or requires bonding to the existing pipe must be installed in fully-operating pipe of at least 200 feet. This installation will be at the cost of the Manufacturer and/or Installer. The test pipe will be chosen by the Owner or Owner’s engineer. Once installed, a minimum of five 10-ft. sections will be chosen at random and excavated. A suitable impact instrument will be used to crack the host pipe. Complete bonding between the new pipe and the host pipe must be evident. If any areas of incomplete bonding exist, the product will be rejected. In the case of failure, the entire test section will be excavated, the old lined pipe moved and discarded, and a new pipe of the engineers choice will be installed. The Manufacturer and/or Installer will be responsible for the entire cost of this test regardless of the outcome.

IX. MANUFACTURING AND QUALITY CONTROL

A. Detailed information describing the method of manufacturing and the final composition of the rehabilitation materials shall be provided. This information must also include descriptions of any major components not directly provided by the Manufacturer.

B. Documentation shall be submitted as to county of manufacture of all components used to produce the final installed product. Detailed quality control procedures for rehabilitation materials, manufacturing and installation shall be submitted. This shall include inspection requirements, testing procedures, and allowable manufacturing tolerance levels.

C. All related ASTM standards, or any nationally recognized standards, for product manufacturing must be submitted.

D. Cleaning, root intrusion removal, prior to installation.

X. INSTALLATION

A. An itemized list detailing the installation procedures shall be submitted. This shall include estimated times for each task, lateral reinstatement the methods, the number of required excavations and any other items unique to each process.

B. Installer shall submit evidence of being trained to install the Product.

C. All related ASTM standards, or any nationally recognized standards, for installation of the product shall be submitted.

D. Detailed procedures shall be submitted for repairing the product in the event of failure or future damage. These procedures should not require specialized training and/or equipment for the Owners’ maintenance crews.

E. Detailed procedures shall be submitted for future tapping of service connections into the product. The procedures should not require specialized training and/or equipment for the Owner’s maintenance.

XI. MATERIALS

A. The tube shall consist of one or more layers of absorbent fabric capable of carrying resin, and capable of withstanding installation pressures and curing temperatures. The tube shall be compatible with the resin system used. The tube material shall be able to stretch to fit irregular pipe sections and negotiate bends. The outside layer of the tube shall be plastic coated with a material that is compatible with the resin system used. The tube should be fabricated to size that, when installed, will fit the internal circumference and the length of the existing pipe. Allowance should be made for circumferential stretch during installation. The outside of the tube shall be marked along its full length at regular intervals not to exceed five (5) feet. Hydrophilic end seals will be used.

B. The resin used shall be a thermo set resin system that is compatible with the cured-in-place pipe installation. The resin shall be able to cure in the presence of water. The minimum installed liner thickness for 8” diameter and larger shall be 6mm.

C. CIPP Field Samples - To verify physical properties, the Manufacturer shall submit a minimum of 15 test results from previous field installations of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the CIPP physical properties specified have been achieved in previous field applications.

XII. INSTALLATION

A. Cleaning and Inspection

1. Prior to entering access areas such as manholes, and performing inspection or cleaning operations, and evaluation of the atmosphere to determine the presence of toxic or flammable vapors or lack of oxygen must be undertaken in accordance with local, state, or federal safety regulations. Submit a MATERIAL SAFETY DATA SHEET for all chemical and solvents used in the installation of the CIPP.

2. All internal debris should be removed from the original pipeline. Gravity pipes shall be cleaned with hydraulically powered equipment, high-velocity jet cleaner, or mechanically powered equipment (see NASSCO Recommended Specifications for Sewer Collection System Rehabilitation). Pressure pipelines should be cleaned with cable-attached devices or fluid-propelled devices as shown in AWWA Manual on Cleaning and Lining Water Mains, M28.

3. Inspection of pipelines should be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed-circuit television or man entry. The interior of the pipeline should be carefully inspected to determine the location of any conditions that may prevent proper installation of the impregnated tube, such as protruding service taps, collapsed or crushed pipe, and reductions in ovality of more than 10%. These conditions should be noted so that they can be corrected.

4. The original pipeline should be clear of obstructions such as solids, dropped joints, protruding service connections, crushed or collapsed pipe, and reductions in ovality of more than 10% that will prevent the insertion of the resin impregnated tube. If inspection reveals an obstruction that cannot be removed by conventional sewer cleaning equipment, then a point repair excavation should be made to uncover and remove or repair the obstruction. Such point repair shall be performed by the Owner.

B. Resin Impregnation

1. The tube should be vacuum-impregnated with resin (wet-out) under controlled conditions. The volume of resin used should be sufficient to fill all voids in the tube material at nominal thickness and diameter. The volume should be adjusted by adding excess resin for the change in resin volume due to polymerization and to allow for any migration of resin into the cracks and joints in the original pipe.

A roller system shall be used to uniformly distribute the resin throughout the tube.

2. The Installer shall designate a location where the CIPP will be vacuum-impregnated prior to installation. The Installer shall allow the Owner’s representative to inspect the materials and procedures used to vacuum-impregnate the tube.

C. Bypassing

1. If bypass-pumping of the flow is required around the sections of pipe designated for reconstruction, the bypass pumping should be made by plugging the line at a point upstream of the pipe to be reconstructed and pumping the flow to a downstream point of adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. Services within this reach will be temporarily out of service. No leaking of hoses or piping will be allowed.

2. Public advisory services will be required to notify all parties whose service laterals will be out of commission and to advise against water usage until the mainline is back in service.

D. Installation of CIPP

1. The wet out tube shall be inserted through an existing manhole or approved access point by means of an inversion process and the application of a hydrostatic head sufficient to extend it to the next designated manhole or termination point. Alternately, the tube can be pulled into place and expanded by an inversion process with an inflation bladder.

2. Tube installation forces or pressures shall be limited so as not to stretch the tube longitudinally by more than 5% of the original length.

3. Before the installation begins, the tube manufacturer shall provide the minimum pressure required to hold the tube tight against the existing conduit, and the maximum allowable pressure so as not to damage the tube. Once the installation has started, the pressure shall be maintained between the minimum and maximum pressures until the installation has been completed.

4. The existing conduit shall be deterred for any CIPP installation that does not use an inversion method to expand the tube against the pipe wall. For pull-in methods, a proofing section shall be pulled through the existing conduit prior to installation. The proofing section shall consist of the material proposed for rehabilitation. The minimum length of the proofing section shall be 5% of the total line length and shall be of like diameter and thickness. If proofing section is damaged, point repairs shall be made to the existing conduit. The proofing process shall be repeated using a new proofing section to verify effective point repairs. Repeat proofing and point repair process until proofing results in no damage to proofing section. Installation of CIPP using pull-in methods can begin after successfully proofing the existing conduit.

5. The use of a lubricant during inversion is recommended to reduce friction. This lubricant should be poured into the water in the down tube or applied directly to the tube or inflation bladder. Lubricant shall not be used in process where impermeable coatings are perforated prior to tube installation. The lubricant used should be a nontoxic, oil-based product that has no detrimental effects on the tube or boiler and pump system, will not support the growth of bacteria, and will not adversely affect the fluid to be transported.

E. Curing

1. After installation is completed, suitable heat source and recirculation equipment are required to circulate the heat source throughout the pipe. The equipment should be capable of delivering heat throughout the section to uniformly raise the temperature above the temperature required to affect a cure of the resin. Curing temperature in the line during the cure period should be as recommended by the resin manufacturer.

2. The heat source should be fitted with suitable monitors to gauge the temperature of the incoming and outgoing supply. Another such gauge should be placed between the impregnated tube and the pipe invert the termination to determine the temperatures during cure.

3. Initial cure will occur during temperature heat-up and is completed when exposed portions of the new pipe appear to be hard and sound and the remote temperature sensor indicates that the temperature is of a magnitude to realize an exotherm or cure in the resin. After initial cure is reached, the temperature should be raised to the post-cure temperature recommended by the he resin manufacturer. The post-cure temperature should be held for a period as recommended by the resin manufacturer, during which time the recirculation of the heat source and cycling of the boiler to maintain the temperature continues.

The curing of the CIPP must take into account the existing pipe material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of soil).

F. Cool-Down

1. The CIPP should be cooled to a temperature below 100 F (38 C) before relieving the hydrostatic head. Care should be taken in the release of the static head so that a vacuum will not be developed that could damage the newly installed pipe.

G. Inflation Bladder Removal

1. For pulled-in place installation techniques where the inflation bladder is designed to not bond to the CIPP, all portions of the bladder material must be removed from the CIPP.

H. Workmanship

1. The finished pipe should be continuous over the entire length of an installation run and be free of dry spots, lifts, and delimitations. If these conditions are present, remove and replace the CIPP in these areas.

2. If the CIPP does not fit tightly against the original pipe at its termination point(s), the space between the pipes should be sealed by filling with a resin mixture compatible with the CIPP.

I. Service connections

After the new pipe has been cured in place, the existing active service connections should be reconnected. (There are approx. 20 lateral connections.) This should generally be done without excavation, and in the case of non-man entry pipes, from the interior of the pipeline by means of a television camera and a remote-control cutting device. No additional payment will be made for excavations for the purpose of reopening service connections and the Contractor will be responsible for all costs associated with such excavation and restoration work.

XIII. TESTING

A. For each inversion length designated by the Owner in the contract documents or purchase order, one CIPP sample shall be cut from a section of cured CIPP at an intermediate manhole or at the termination point that has been inverted through a like diameter pipe which has been held in place by a suitable heat sink, such as sandbags. (Note: In areas with limited space and larger diameter pipes, other sampling techniques may be required). One test per installation will be required ONLY.

B. The sample should be large enough to provide a minimum of three specimens and a recommended five specimens for flexural testing and also for tensile testing, if applicable. The full CIPP sample wall thickness shall be tested, whenever possible. If the sample is irregular, distorted, or of such thickness that proper testing is inhibited, then the wall thickness shall be machined away from the inside pipe face of the sample only.

Thus, the test specimen shall be cut from the outside pipe face of the specimen shall be increased to a minimum of than ½ inch (12.70mm) depth, the width-to-depth ratio of the specimen shall be increased to a minimum of 1:1 and shall not exceed 4:1. Test specimens shall be oriented on the testing machine with the interior surface of the CIPP in tension. The following test procedures should be followed after the sample is cured and removed.

Flexural (Bending) Properties - The initial tangent flexural modules of elasticity and flexural stress should be measured for gravity and pressure pipe applications in accordance with Test Method D 790, Test Method I Procedure A, and should meet the requirements of Section XII and XIII.

Tensile Properties - The tensile strength should be measured for pressure pipe applications in accordance with Test Method D 638 and must meet the requirements of Section XII and XIII.

For pulled-in place CIPP products where the inflation bladder remains a permanent part of the finished CIPP product, a delimitation test should be performed on each installation length. The sample shall be fabricated from material taken from the tube and the resin/catalyst system used and cured in a clamped mold placed in the down tube. A portion of the inflation bladder material in the sample should be dry and isolated from the resin in order to separate tube layers for testing. Delimitation testing shall be in accordance with ASTM D 903 with the following exceptions:

The rate of travel of the power-actuated grip shall be 1 in. (25 mm)/min.

Five test specimens shall be tested for each inversion specified.

The thickness of the test specimen shall be minimized but should be sufficient to adequately test delimitation of non homogeneous CIPP layers.

The peel or stripping strength between any non homogeneous layers of the CIPP laminate should be a minimum of 10 lb/in. (178.60 g/mm) of width for typical CIPP applications.

XIV. INSPECTION AND ACCEPTANCE

A. The installation shall be inspected and recorded by closed-circuit television; Village of Addison shall receive copy of recorded inspection. Variations from true line and grade may be inherent because of the conditions of the original piping. No infiltration of groundwater should be observed. All service entrances should be accounted for and be unobstructed.

XV. CLEAN-UP

A. Upon acceptance of the installation, the Installer shall reinstate, to original conditions, the project area affected by the operations.

XVI. PAYMENT

A. Payment for the work included in this section will be in accordance with the prices for the quantity of work performed. Progress payments will be made monthly, based on the work performed during that period. Completion of project will tentatively be by Dec.1st, 2026

Location of Work

12” VCP

A 341 S. Harvard to 329 S. Harvard (202ft.)

B. 329 S. Harvard to 313 S. Harvard (211 ft.)

C. 313 S. Harvard to Harvard and Palmer (199 ft.)

D. Harvard and Palmer to 233 S. Harvard (226 ft.)

E. 233 S. Harvard to 213 S. Harvard (212 ft.)

F. 213 S. Harvard to Wrightwood and Harvard (223 ft.)

G. 241 E. Fullerton to 341 S. Yale (191 ft.)

H. 341 S. Yale to 329 S. Yale (197 ft.)

I. 329 S. Yale to 313 S. Yale (199 ft.)

J. 313 S. Yale to Yale and Palmer (224 ft.)

K. Yale and Palmer to 228 S. Yale (242 ft.)

L. 228 S. Yale to 212 S. Yale (212 ft.)

M. 212 S. Yale to Wrightwood and Yale (206 ft.)

N. Yale and Wrightwood to Harvard and Wrightwood (357 ft.)

O. Harvard and Wrightwood to Michigan and Wrightwood (358 ft.)

BIDDER’S RESPONSE

VILLAGE OF ADDISON

CURED-IN-PLACE PIPE (CIPP)

BID NUMBER 26-6-2

Purchasing Department Village of Addison 1 Friendship Plaza Addison, IL 60101-2786

In accordance with your “Notice to Bidders, Conditions and Instructions to Bidders, and Specifications” for Bid 26-6-2, we will supply after award of contract, said services at price:

Installation of Cured-In-Place Pipe, to provide for a complete turn-key project at the not-to-exceed contract price, including all costs incurred, of:

$___________________________________________ (number)

____________________________________________ (text)

Exceptions to bid, if any:

COMPANY NAME: ___________________________________________________

LICENSE NO.: ___________________________________________________

ADDRESS: ___________________________________________________

TELEPHONE NO.: ___________________________________________________

BIDDER’S SIGNATURE: _____________________________________________

PRIMARY CONTACT/TITLE: __________________________________________

BIDDER’S RESPONSE

VILLAGE OF ADDISON

CURED-IN-PLACE PIPE (CIPP)

BID NUMBER 26-6-2

-Acceptance-

Date of Board of Trustee Approval: _______________________________________

VILLAGE OF ADDISON, a

Municipal Corporation

By: __________________________

Tom Hundley, Mayor

ATTEST:

Lucille A. Zucchero, Village Clerk

Acceptance of a bid is not a binding contract. This bid becomes a contract binding upon the person, partnership or corporation, to provide services or equipment as specified, and the Village of Addison to accept these services or equipment, only when the Village Board approves a written contract by ordinance or motion.

OWNER / CONTRACTOR AGREEMENT

THIS AGREEMENT is made as of __________________, 2026, by and between the VILLAGE OF ADDISON, County of DuPage, State of Illinois (the "Village") and _____________________________________, (the "Contractor"), each a “Party” and collectively the “Parties.”

Owner and Contractor desire to enter into this Agreement, pursuant to which Contractor shall perform certain work and services in strict accordance with the following terms and conditions, and the Owner shall pay for such performance as provided in this Agreement. In consideration of these recitals, and the terms and conditions of this Agreement, and intending to be legally bound, the parties agree as follows:

1. Scope of Project. Contractor shall perform all work required for the Cured-In Place Pipe (CIPP) at a location designated by the Owner (the “Project”). Contractor shall perform all work and other services in strict accordance with the instructions, terms, conditions, drawings and specifications contained in the Bid 26-6-2 Cured-In-Place Pipe (CIPP) for the Village of Addison, if any, and all later issued addenda, (all of which shall attached hereto and incorporated as “Exhibit A”) and the Contractor’s bid or proposal, dated _________, 2026 (attached hereto and incorporated as “Exhibit B”), collectively defined as the “Contract Documents.” All Contract Documents are hereby incorporated into this Agreement by this reference, and in the event of a conflict between any of the Contract Documents and this Agreement, this Agreement shall control.

Further, in the event of any conflict between Exhibit B and either this Agreement or Exhibit A, this Agreement then Exhibit A shall control.

2. Performance of Work. Contractor shall perform all work contained in the Contract Documents utilizing the highest standards of workmanship and materials. Contractor shall maintain a sufficient staff to perform all work in the most expeditious manner consistent with the interests of Owner. Where applicable, Contractor shall perform all services to the standard of care applicable to design professionals performing similar services for projects of like size and kind (the “Standard of Care”). All deliverables furnished under this Agreement shall comply with all applicable building codes, zoning, laws, statutes, codes, ordinances, orders, rules and regulations of the governmental authority or authorities having jurisdiction over the Project, subject to the Standard of Care. The Contractor acknowledges that its position with the Owner is one of trust and confidence, and that the Contractor shall perform work, render services and otherwise act in the Owner’s best interest with respect to all decisions concerning the Project. The Contractor shall not engage in any activity, provide any services, or enter into any contract that may reasonably appear to conflict with the Contractor’s duties to the Owner or with the Contractor’s professional judgment concerning the Project. Notwithstanding, the Contractor and its employees are independent contractors with respect to the Owner, and Contractor shall be solely responsible for means and methods selected in performing the Work, provided Contractor shall supervise all work so that it is performed in a safe and expeditious manner. Further, Contractor shall be solely responsible for the safe work of its employees and its subcontractors’ and suppliers’ employees.

3. Schedule. Contractor shall cause all Work required by the Contract Documents to be substantially completed by no later than One Hundred Eighty (180) calendar days from the commencement of the Work (“Substantial Completion”). “Substantial Completion” means that the Owner can occupy and fully utilize the Project for its intended use, and that all warranties, manuals, instructions, certifications, reports, record or as-built drawings, and any other document required by the Contract Documents have been properly submitted to and accepted by the Owner; and that the only remaining Work is minor cosmetic work that does not interfere with the Owner’s operations (the “Punch List Work”). The Contractor shall complete the Punch List Work within ten (10) days after the date of Substantial Completion. Time is of the essence under this Agreement. If the Contractor is delayed at any time in the commencement or progress of the Work by a cause that was reasonably unforeseeable to the Contractor and is not within the Contractor’s control, then the Contract Time shall be equitably extended, and such extension shall be reduced to a Change Order.

Contractor shall promptly notify Owner immediately in writing: (i) of any information required from Owner and necessary for Contractor to complete its work in a timely manner; and (ii) of any work requested by Owner that is not included in the scope of work provided in the Contract Documents. All work required by the Contract Documents shall be substantially complete by December 1, 2026. Time is of the essence under this Agreement.

4. Materials. All materials incorporated into the Work shall be new and of high quality. Contractor shall follow all manufacturer’s instructions and recommendations. If requested by Owner or otherwise required by the Contract Documents, Contractor shall, before purchase of such material, submit to Owner for Owner’s review, and in a format acceptable to Owner, all product data, literature, and shop drawings. All manufacturer’s warranties, installation and operating manuals, shall be forwarded to and assigned to Owner prior to completion of the work.

5. Differing Site Conditions. If Contractor uncovers or discovers any concealed condition differing materially from conditions depicted in the Contract Documents or differing from conditions reasonably anticipated or inherent in the Work, Contractor shall immediately stop the Work and notify the Owner of the condition in writing. The Owner shall then issue directions.

The contract time and contract price shall be equitably adjusted if necessitated by such directions of the Owner. However, prompt written notice by the Contractor immediately following discovery of the condition, followed by written directions from the Owner, shall be conditions precedent to such adjustments.

6. Contract Sum. Owner shall pay Contractor for work properly performed under this Agreement an amount not to exceed the following Contract Sum:

___________________________________________________________________dollars (text) ________________________________ (number), and which shall include all allowances to be used only with prior written approval of the Owner, if any. Payment shall be made for all Work properly performed under the Agreement. Said allowance shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts.

Contractor’s costs for unloading and handling at the site, labor, installation costs, overhead, profit, and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances. Whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by change order. The amount of the change order shall reflect the difference between actual costs and the allowances under this Section 5.

7. Payments to Contractor. On a monthly basis during the progression of the work, Contractor shall by the first day of each month submit monthly statements reflecting all work completed in the previous month. Owner shall make payments to Contractor forty-five (45) days after receipt of properly submitted statements. Such payments shall be made in proportion to the percentage of completion of the Project, less retention of ten percent (10%) until fifty percent (50%) completion of the Work and five percent (5%) thereafter, which shall be held by Owner until final completion of the Project, including the completion of all punch list items. Contractor’s monthly statements shall itemize the work into a schedule of values equal to the Contract Sum, and for each item of work shall indicate the Scheduled Value of the Item, Work Completed, Amount Currently Due, Previous Amount Billed, Previous Amount Paid, and Balance of Contract Outstanding. Upon request, each monthly statement shall be accompanied by certified payroll in accordance with Section 5 of the Prevailing Wage Act, 820 ILCS 130/5, et seq., and with all lien waivers covering all lien rights arising from payments previously made by Owner.

8. Defective Work and Guarantee. All work shall be of high quality and free of defect. Contractor shall promptly correct any defective work. Payment by Owner for any work otherwise determined to be defective shall not relieve Contractor of its obligation to correct defective work. Contractor hereby warrants that all work is free from defect for one year following completion of the work, and upon notice by the Owner, Contractor shall promptly correct such defects appearing within said one-year period. This warranty is in addition to any warranties that may be required, and this warranty does not abrogate or nullify any breach of contract claim or other causes of action Owner may have against Contractor.

9. Owner Takeover. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or approved construction schedules, and fails within five

(5) days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, and with or without further notice, correct such default or neglect and backcharge the Contractor for all reasonable cost of correcting such deficiencies, including Owner’s expenses and reasonable attorneys’ fees, and compensation for the Architect’s additional services made necessary by such default, neglect, or failure. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due. If current and future payments are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Owner’s rights and remedies under this section are in addition to, and not a limitation of, any other rights and remedies of the Owner under the Contract Documents or otherwise. In the event of any such takeover of Work, Contractor shall assign any subcontracts between Contractor and subcontractor to the Owner upon request, except that the Contractor shall be solely liable for all liabilities or obligations arising prior to such assignment.

10. Prevailing Wage Act.

a. Contractor shall pay the then prevailing rate of wages for DuPage County, as established by the Illinois Department of Labor for each craft or type of worker needed to execute the contract in accordance with 820 ILCS 130/0.01 et seq.

b. Any increases in costs to the contractor due to changes in the prevailing rate of wages or labor law during the term of any contract shall be at the expense of the contractor and not the expense of the Village.

c. Change Orders shall be computed using the prevailing wage rates applicable at the time the change order work is scheduled to be performed.

a. Project Expenses. Contractor shall maintain, for a minimum of five years after the completion of the contract, adequate books, records, and supporting documents to verify the amounts, receipts, and uses of all disbursements of funds passing in conjunction with the contract.

These records shall be available for review and audit at the option of the Village and must be submitted to the Illinois Department of Labor as required by Illinois law. The Contractor agrees to cooperate fully with any such audit and shall provide full access to all relevant materials.

11. Termination. Owner may terminate this Agreement at any time, in whole or in part, with or without cause, upon written notice to Contractor. “For cause” means any material breach of this Agreement. If this Agreement is terminated for cause, Owner shall have no further obligation to make payments to Contractor for work completed, and Contractor shall be liable to the Owner for any increase in project cost incurred by the Owner in completing the work. If this Agreement is terminated for convenience, Contractor shall be paid for work properly completed prior to termination, but shall not be entitled to any other compensation from Owner, and shall have no claim for lost profits, or for any other direct, consequential, incidental, or other damages.

12. Indemnification. Contractor shall indemnify, defend, and hold harmless Owner, its Board of Trustees, board members individually, administrators, employees, agents, representatives, volunteers, insurers, and attorneys from all claims, demands, causes of action, losses, liens, claims of lien, liabilities, penalties, and damages, including reasonable attorneys’ fees and court costs, to the extent arising from any negligent act or omission of Contractor, its employees, or its subcontractors, suppliers, and their employees, and to the extent arising from any breach of this Agreement by Contractor. The Contractor shall include this provision in each of its Subcontract agreements and shall require its Subcontractors to be so bound.

13. Insurance. Contractor shall procure and maintain through an insurance company or companies licensed to conduct business in Illinois insurance with coverage and limits as specified below, and shall cause Owner, its board of trustees, board members individually, administrators, employees, agents, representatives, volunteers, insurers, and attorneys, to be named as additional insureds and, to the fullest extent applicable for such polices, for ongoing and completed operations for a period of ten (10) years. Owner’s coverage as an additional insured on Contractor’s and Subcontractor’s commercial general liability policies shall include all necessary endorsements, including without limitation CG 2010 and CG 2037 endorsements as applicable.

All such insurers shall carry a Best Key Guide Rating of A / XV. The commercial general liability and automobile liability policies shall be endorsed to reflect that coverage is primary to and noncontributory with any other insurance available to Owner. The commercial general liability policy shall by endorsement provide contractual liability coverage including the indemnity obligations provided in this agreement. Each such policy shall include by endorsement a requirement of at least 30 days’ written notice to Owner prior to any termination, cancellation or material amendment to that policy. Upon execution of this agreement and on an annual basis thereafter during the term of this agreement or any extension thereof, Contractor shall furnish to Owner certificate(s) of insurance, policies, and endorsements reflecting the required coverages.

The type and minimum limits of insurance required are as follows:

Type Limits

Commercial General Liability

Per Occurrence: $1,000,000

Aggregate: $2,000,000

Automobile Liability: $1,000,000 (combined single limit)

Workers’ Compensation: Statutory Minimum

Umbrella / Excess: $1,000,000 per occurrence / $2,000,000 aggregate

14. Performance and Payment Bond. If the total Contract Sum exceeds $150,000 or as otherwise required by the Owner, the Contractor shall provide the Owner with a Performance Bond and a Labor/Material Payment Bond in a form acceptable to the Owner, as may be more fully set forth in Exhibit A for the full amount of the contract price. Such bonds shall be tendered to Owner within ten (10) days of execution of this Agreement.

15. Liens. If any liens or claims of lien are placed on the Project or the funds designated for the Project by any subcontractor or supplier, and such liens or claims of lien are due to Contractor’s breach of this Agreement or other circumstances or events under Contractor’s control, Contractor shall indemnify Owner for all costs, expenses, and attorneys’ fees incurred in the resolution of such lien, and Owner shall have the right to withhold from payments due to the Contractor an amount sufficient to satisfy such lien or claim of lien, along with an amount sufficient to cover attorneys’ fees and other administrative costs that have been or may be incurred by Owner in connection with the resolution of such lien or claim of lien.

16. Successors and Assigns. Contractor shall not assign any rights or delegate or subcontract any duties under this Agreement without the prior written consent of the Owner, and any attempted assignment, delegation or subcontracting shall be void. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns.

17. Controlling Law and Interpretation. This Agreement is to be governed by the laws of the State of Illinois, without regard to conflict of law principles. Each party has reviewed and approved this Agreement and the rule of construction that resolves ambiguities against the drafting party shall not be employed in the interpretation of this Agreement.

18. No Assignment or Delegations. Except as may be otherwise provided in the Scope of Services, each of the Parties represents that it has not assigned and will not assign any rights under the Agreement, and that it has not delegated and will not delegate or subcontract any duties arising under this Agreement.

19. No Third-Party Beneficiaries. The Agreement is not intended to confer any rights upon any third party who is not a Party to the Agreement.

20. Entire Agreement; Conflict. This Agreement and the Contract Documents represent the entire agreement between Contractor and Owner with respect to this Project, and supersede all prior representations, negotiations or agreements, written or oral, which are not included herein. This Agreement may only be amended by written instrument executed by Owner and Contractor. In the event of a conflict between this Agreement and the Contract Documents, this Agreement shall control.

Executed on the date last written below, by and between:

Village of Addison

By: ___________________________ Signature

Name

Its: ____________________________

Dated: __________________________

Vendor ________________________

By: ___________________________ Signature

Name

Its: ____________________________

Dated: __________________________

Prevailing Wage Act et seq et seq.

et seq., including but not limited to,

et. seq

[See attached Prevailing Wage Rates current as of August 15, 2023] et seq

1 et seq.