ITB 4576 - Concrete Tunnel System - Joint Sealing _ Traffic Coating.pdf

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ITB 4576 - Concrete Tunnel System - Joint Sealing & Traffic Coating
Solicitation number
ITB - 4576
Issued by
Macomb County, Michigan

About this file

The document is an Invitation to Bid (ITB) No. 4576 issued by the City of Midland, Michigan for a Concrete Tunnel System Joint Sealing & Traffic Coating project. The project involves preparing, sealing, and installing a traffic coating on the exterior roof of an existing concrete tunnel system at the City of Midland Water Reclamation Facility, with a total project area of approximately 6,600 square feet. A mandatory pre-bid meeting is scheduled for September 3, 2025, at 9 AM, and sealed bids will be accepted until 2:00 PM on September 16, 2025. The contractor will be responsible for providing equipment, materials, and labor to complete the project, including minor concrete repairs, joint sealing, and applying an ultraviolet-stable traffic coating system.

The bid requires a certified check or bid bond for 5% of the total bid amount, and the successful contractor must provide performance and payment bonds for 100% of the contract price. Payment will be made monthly, with a 5% retainage held until project completion. The project specifications call for using Sikaflex-2c NS EZ Mix, a two-component polyurethane elastomeric sealant, which is certified for potable water use and meets various environmental and safety standards. The contractor must have an active safety program, comply with MIOSHA safety regulations, and be prepared to provide documentation of safety practices, training records, and emergency response plans.

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CONCRETE TUNNEL SYSTEM -

JOINT SEALING & TRAFFIC COATING

BID NO. 4576

SEPTEMBER 16, 2025

CONCRETE TUNNEL SYSTEM – JOINT SEALING & TRAFFIC COATING

TABLE OF CONTENTS PAGE

TITLE PAGE 01

TABLE OF CONTENTS 02

INVITATION TO BID 03

CITY OF MIDLAND STANDARD INSTRUCTIONS TO BIDDERS 04

PROPOSAL 05

TECHNICAL SPECIFICATIONS

1. PROJECT OVERVIEW 07

2. SCOPE OF WORK 07

3. MANDATORY PRE-BID MEETING 07

4. GENERAL CONDITIONS 07

5. JOINT SEALING & TRAFFIC COATING 08

6. GENERAL INFORMATION 08

a. QUESTIONS AND CLARIFICATIONS 08

b. ADDENDA 09

c. BONDING 09

d. APPLICATIONS FOR PAYMENT 09

e. CHANGE ORDERS 10

ATTACHMENTS AND EXHIBITS:

Attachment 1: Special Provisions for Construction Exhibit A: Map - Overhead View Exhibit B: Sikaflex-2c NS EZ Mix Product Data Sheet

INVITATION TO BID

CONCRETE TUNNEL SYSTEM – JOINT SEALING & TRAFFIC COATING

Sealed bids will be accepted until 2:00 PM, Tuesday, September 16, 2025 to provide the City of Midland with pricing for concrete joint sealing and traffic coating per the attached specifications and standard instructions. Technical questions shall be directed to Ryan Putt, City of Midland Utilities Project Manager at rputt@midland-mi.org.

Bid should be submitted in a sealed envelope clearly marked as “BID 4576 – CONCRETE TUNNEL SYSTEM – JOINT

SEALING & TRAFFIC COATING. Bid submission can be delivered or mailed ATTN: Purchasing to City of Midland, Office of the City Clerk, 333 W. Ellsworth Street, Midland, MI 48640.

Mandatory Pre-Bid Meeting: The mandatory pre-bid meeting will take place on September 3, 2025 at 9 AM at the City of

Midland Water Reclamation Facility at 2305 Bay City Road, Midland, MI 48642. Visitors will meet at the administration building.

A certified check or bid bond for a sum of not less than five percent (5%) of the amount of the Proposal will be required with each bid.

Invitation to Bid and all its pages, documents and attachments, including those added subsequently by written notice, submitted and properly executed, shall constitute the contract between the City of Midland and the successful vendor when approved and accepted by the City.

Bid documents are available for download at Bidnet Direct by SOVRA/MITN Purchasing Group.

Registration is required to view and download bid package and specifications; follow link at https://www.bidnetdirect.com/mitn. Information can also be obtained directly from the Purchasing Department which is part of the Finance Department at City Hall, Midland, MI or by emailing purchasing@midland-mi.org.

The City reserves the right to accept or reject all or any parts of any and all bids, to waive irregularities and to award in the best interests of the City of Midland.

Christina Evans

Christina Evans Accounting Manager Midland, Michigan

CITY OF MIDLAND, MICHIGAN

STANDARD INSTRUCTIONS TO BIDDERS

1. Receipt and Opening of Bids: Sealed bids will be accepted and date/time stamped upon receipt in the office of the City Clerk, City Hall, 333 West Ellsworth, Midland, MI 48640-5132, until the time indicated on the attached Invitation to Bid for goods or services listed in the specifications and will be publicly opened and read aloud.

2. Form of Bid: Bids shall be submitted on the enclosed form with any exceptions, deviations or modifications to the published requirements clearly noted and explained.

3. Submission of Bids:

A) Envelopes containing bids shall be sealed and clearly marked on the outside of the envelope with the name and address of the bidder, the title and bid number of the project, and the date and time of the scheduled bid opening.

B) Any bid received after the scheduled opening time will not be accepted and will be returned unopened.

C) Any bidder may withdraw their bid response by written request at any time prior to the scheduled bid opening.

D) Telephonic or faxed bids will not be accepted and telephonic, telegraphic, or faxed amendments to bids or withdrawals will not be accepted under any circumstances.

E) Unless otherwise specified, no bid may be withdrawn, changed, or modified in any way for a period of sixty

(60) calendar days from the date of the bid opening.

F) Negligence on the part of the bidder in preparing the bid confers no rights for the withdrawal of the bid after opening.

G) Bids received prior to the time of bid opening will be securely kept unopened. No responsibility will attach to any officer or employee of the City for the premature opening of a bid not properly addressed or identified.

H) In case of a discrepancy between unit prices and their extensions, the unit price bid shall govern.

4. Brand Names: Wherever in the specifications or proposal form brand names, trade names, manufacturer, or catalog numbers are called, it is for establishing a grade or quality level only and the phrase “or equal” is deemed to follow unless a prequalified list or the term “only”, “no exceptions”, or similar phrase is included.

5. Taxes: The City of Midland is exempt from State and Federal taxes. However, property purchased by a contractor to be used in the construction, alteration, repair, or improvement of property owned by the City is taxable to the contractor.

Therefore, the price bid for contracts other than construction contracts must be exclusive of taxes and will be so construed. Construction contracts will be construed to include all applicable taxes unless the contract specifies otherwise.

6. Acceptance of Bids: The City will award to the lowest, responsive, responsible vendor that meets the functional requirements and needs expressed by the specifications. Tie bids will be awarded based on the most favorable terms for payment and/or delivery schedule or other costs associated with the award process. Receipt of a purchase order or properly executed contract covering the materials or services as described in the bid will indicate the award of bid and contract of purchase.

7. City’s Rights: The City reserves the right to accept or reject any or all bids, to waive irregularities or defects, to award on a split-order or lump-sum basis, and accept other than the low bid when deemed to be in the City’s best interests.

8. Non Appropriations: The City shall be bound, hereunder, only to the extent that funds shall have been appropriated and budgeted or are otherwise available for the purpose of this contract. In the event that no funds or insufficient funds are appropriated and budgeted, or are otherwise unavailable by any means whatsoever in any fiscal period of payments due under this contract, then the City shall immediately notify the Contractor of such occurrence and this contract shall terminate the last day of the fiscal period for which appropriations were received without penalty or expense to the City of any kind, whatsoever.

9. Delivery: Bids shall include all delivery charges with terms of Freight Prepay - FOB Midland, MI.

10. Laws: The laws of the State of Michigan shall govern the rights, obligations, and remedies of the Parties under this bid and any agreement reached through this process. The City of Midland is a Michigan municipal corporation.

11. Disclosure: All of the information included in your bid response is subject to the “Freedom of Information Act” and may be disclosed in its entirety after the formal, public bid opening has been completed. Bid tabulations will be available MITN website, https://www.bidnetdirect.com/mitn subsequent to bid opening date.

12. Independent Price Determination: By submission of this proposal, the bidder certifies that the pricing structure offered has been arrived at independently without consultation, communication, or agreement of such prices for the purpose of restricting competition with any other bidder or competitor.

13. Acceptance of Materials: All components used in the manufacture or construction of materials, supplies, and equipment, and all finished goods, shall be new, the latest make/model, of the best quality, and highest grade workmanship. In the event the delivered material is found to be defective or does not conform to specifications, the City reserves the right to cancel the order upon written notice to the bidder and return the materials to the bidder at the bidder’s expense.

14. Non-Iran Linked Business: By signing bid/quote response form, I certify and agree on behalf of myself and the company submitting this proposal the following: (1) that I am duly authorized to legally bind the company submitting this proposal;

and (2) that the company submitting this proposal is not an “Iran linked business,” as that term is defined in Section 2(e) of the Iran Economic Sanctions Act, being Michigan Public Act No. 517 of 2012; and (3) That I and the company submitting this proposal will immediately comply with any further certifications or information submissions requested by the City in this regard.”

PROPOSAL FOR

ITB 4576 – CONCRETE TUNNEL SYSTEM –

SEPTEMBER 16, 2025; 2:00 PM

Date __________________

Name of Bidder ________________________________________________________________

Bidder’s Address ________________________________________________________________

Bidder’s Phone Number _____________________ Bidder’s Email _________________________

To: City of Midland Office of the City Clerk Attn: Purchasing 333 W. Ellsworth Street Midland, MI 48640-5132

Proposal for: ITB 4576 – CONCRETE TUNNEL SYSTEM –

The undersigned, hereinafter called the CONTRACTOR, hereby declares that they have read the “Instruction to Bidders”.

The CONTRACTOR, hereby proposes to furnish all specified and necessary equipment, devices, provide supervision including all overhead and profit to meet the construction schedule;

all in accordance with the project documents and other contract documents. Including:

Addendum No. __________, Dated __________

UNIT PRICE:

___________________________________________Dollars ($________________) per Square Foot

GRAND TOTAL:

________________________________________________ Dollars ($_________________________)

1. Construction completion schedule (Please note: This schedule shall be for 100% completion of project). The undersigned agrees, if awarded the contract, the project will be completed within _______ calendar days of construction start.

2. The undersigned has carefully examined the bidding and contract documents, and any and all Addenda issued, and agrees to be bound by all requirements thereof in the submission of this proposal, and in the performance of the contract if awarded this proposal.

3. The undersigned agrees that this proposal shall not be withdrawn until sixty (60) days after the time set for receipt of proposals.

4. Payment terms

a. Payment shall be made monthly. A 5% retainage will be held by the City until the conclusion of all work being completed and owner signing off on the final completion.

5. Address, Legal Status and Signature of Bidder

The undersigned bidder does hereby designate the address given below as the legal address to which all notices, directions, or other communications may be served or mailed.

Address: ________________________________________________________________

City: ________________________ State: __________________ Zip: ________________

The undersigned bidder does hereby declare that the bidder has the legal status checked below:

_________ Individual

_________ Co-Partnership

_________ Corporation incorporated under the laws of the State of ____________

This proposal is submitted in the name of: __________________________________________

(Name of Bidder)

By: ____________________________________

Title: ____________________________________

Signed and sealed this ___________________ day of ___________________, 20_____.

Bids may be inspected at the bid opening or in the Procurement Office during normal business hours.

Tabulations will be available at the MITN website subsequent to bid open date.

LATE BIDS WILL BE REJECTED.

CONCRETE TUNNEL SYSTEM -

TECHNICAL SPECIFICATIONS

1. PROJECT OVERVIEW:

The City of Midland is requesting proposals to prepare, seal, and install a traffic coating on the exterior roof of an existing concrete tunnel system. The project area is approximately 6,600 square feet.

The contractor will be responsible for all facets of the project as outlined in the project specifications. The contactor will provide required equipment, material, and labor to perform the work.

The City reserves the right to reduce project scope, if necessary, post bid.

2. SCOPE OF WORK:

o The project shall be performed in accordance with the Invitation to Bid document, Special Provisions for Construction, and the City of Midland Construction Standard Divisions, which can be found at the following link:

https://cityofmidlandmi.gov/1695/Construction-Standards-Divisions.

Where conflicts exist within the documents, the Special Provisions shall supersede the Standard Divisions.

o The contractor will determine the appropriate means and methods to complete the project. The point of contact shall approve material and methods of construction.

o Contractor shall be responsible for the mobilization, maintenance, and operation of all required personnel and equipment.

o Contractor shall be responsible for disposal of all debris generated from the project.

3. MANDATORY PRE-BID MEETING:

A mandatory pre-bid meeting will take place on September 3, 2025 at 9 AM at the City of Midland Water Reclamation Facility at 2305 Bay City Road, Midland, MI 48642. Visitors will meet at the administration building.

4. GENERAL CONDITIONS:

o All work to be performed during normal working hours: Monday through Friday, 7:30

AM- 5:00 PM. Work outside the designated time may be scheduled upon approval and direction of the point of contact.

o Contractor will attend an in-person project kick off meeting to review the project scope and existing site conditions, establish a plan, and confirm schedule and duration.

o The Contractor shall prepare a Project Plan and will submit to the department two weeks (14 days calendar days) prior to the start of the project. Contractor shall respond to questions and comments, and make appropriate revisions as necessary.

o Contractor shall coordinate daily site meetings with the point of contact to go over that is to be accomplished for the day.

o Contractor shall be responsible for assuring quality of work including management of subcontractor activities.

o The contractor is responsible for securing and closing out any permits necessary to complete the project and coordinating any site visits and/or inspections required.

Copies of documents shall be provided to City staff.

5. JOINT SEALING & TRAFFIC COATING

o The contractor will perform minor concrete repairs to the tunnel exterior roof. Areas of spalling and chipping shall be repaired prior to coating.

o Existing failed joint sealant will be removed from joints and cracks. New and existing cracks will be mechanically prepared for new sealant. Urethane sealant will be placed in the prepared joints.

o Ultraviolent stable traffic coating will be applied to the tunnel exterior. The system will be composed of a primer, basecoat, aggregate broadcast, and topcoat. The work area will be prepared with an abrasive blast or grind to achieve a consistent surface.

o The contractor will be held responsible with providing a quality product compatible with the existing concrete. Material data sheets are required with the bid response.

o The sealing and coating product used must be compatible with existing crack and joint sealant, Sikaflex®-2c NS. Structurally sound joints will remain in place.

6. GENERAL INFORMATION

a. QUESTIONS AND CLARIFICATIONS:

The City of Midland Official Point of Contact, for submission of questions and clarifications related to this bid:

RYAN PUTT,

City of Midland Utilities Project Manager 2305 Bay City Road Midland, MI 48642

(989) 837-3508 rputt@midland-mi.org

All inquiries and other correspondence or concerns regarding the bid should be directed to the City of Midland’s Official Point of Contact are to be transmitted in writing via US Mail or email only. DO NOT CALL – the telephone number is provided for courier delivery purposes only.

b. ADDENDA:

Prior to the deadline for submission of proposals, the City reserves the right to issue addenda. All addenda issued to contractor prior to date of receipt of proposals shall become a part of this proposal, and all proposals are to include the work therein described. Proposers are responsible for ensuring receipt of all addenda and incorporating any changes into their proposal.

Proposer shall acknowledge receipt of any addenda. Addenda will be posted at Michigan Inter-Governmental Trade Network (MITN) Purchasing Group website and on the City of Midland website.

c. BONDING:

The successful contractor shall furnish a performance bond in the amount of 100% of the contract price and security for the faithful performance of the project. The contractor shall also provide a payment bond in the amount of 100% of the contract price as a security for payment of all persons or companies that supply materials and/or labor in connection with this project.

Surety bonds shall be provided through firms that are listed as approved on the U.S. Treasury Department’s Circular 570. This prevision only applies if bid is over $50,000.00.

d. APPLICATIONS FOR PAYMENT:

The contractor shall submit by the 25th of each month a progress payment application.

i. APPLICATION PREPARATION:

Include notarization and execution by a person authorized to sign legal documents on behalf of the contractor. The City will return incomplete applications without action.

1. Include amounts of change orders and construction change directives issued prior to the last day of the construction period covered by the application.

ii. INITIAL APPLICATION FOR PAYMENT:

Administrative actions and submittals, that must precede or coincide with submittal of the first Application for Payment, include the following:

1. List of subcontractors

2. Contractor’s construction Schedule (preliminary if not final)

3. Copies of permits

4. Copies of authorizations and licenses from governing authorities for performance

5. Certificates of insurance and insurance policies

6. Performance and payment bonds

7. Health and safety plans

iii. FINAL PAYMENT APPLICATION:

Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following:

1. Completion of Project closeout requirements

2. Completion of items specified for completion after Substantial

Completion

3. Ensure that unsettled claims will be settled

4. Ensure that incomplete work is not accepted and will be completed without delay

5. Transmittal of required project construction records to the City

6. Proof that taxes, fees, and similar obligations were paid

7. Removal of temporary facilities and services

8. Removal of surplus materials, rubbish, and similar elements

e. CHANGE ORDERS:

When latent or unforeseen conditions require modifications to the contract, the contractor may propose changes by submitting a request for a change to the City.

i. Include a statement outlining the reason for the change and the effect of the change on the work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract sum and Contract time.

ii. Change order proposals will be completed on contractor provided forms. If change order is approved, the City will provide signed City document authorizing change order to proceed.

CITY OF MIDLAND, MICHIGAN

SPECIAL PROVISIONS FOR CONSTRUCTION WORK

1. Confined Space Entry Obligations:

a) All contractors and sub-contractors conducting permit-required confined space entry shall have a written permit-required space program meeting the requirements of the Michigan Occupational Safety and Health Administration (MIOSHA) General Industry Safety Standards Commission, Part 90.

Confined Space Entry; and Occupational Health Standards Commission, Part 490. Permit-Required Confined Spaces, as well as current confined space entry team training documentation and a rescue plan. Contractors shall provide written proof of that program, training records and rescue plan upon request, before the bid is awarded or at any time after the bid is awarded.

b) Contractors shall comply with all MIOSHA confined space standards and all other regulations concerning confined space entry at all times.

c) The City of Midland is in compliance with all MIOSHA standards pertaining to confined space entry. A copy of the City of Midland Master Plan for Permit-Required Confined Space Entry can be obtained from the Human Resources Department in City Hall, 333 West Ellsworth, Midland, Michigan 48640.

2. Liquidated Damages:

a) If the contractor fails to finish the project prior to the completion date established in the contract including approved extensions, liquidated damages will be charged for each calendar day that the work remains incomplete. If no completion date is listed in the specifications, this clause will be null and void.

b) The amount of liquidated damages will be deducted from the money due the contractor prior to final payment or in the case where the remaining amount due is less than the total amount of liquidated damages, the City shall have the right to recover the difference from the contractor or the contractor’s surety.

c) Unless specifically amended or modified by the bid specifications, the schedule for liquidated damages shall be as follows:

CONTRACT AMOUNT

FROM TO LIQUIDATED DAMAGES

$ 0 $50,000 $100 per calendar day $50,001 $100,000 $200 per calendar day $100,001 $500,000 $300 per calendar day $500,001 and up $400 per calendar day

d) The amounts set forth in the above schedule are not to be considered punitive, but rather predetermined and reasonable amounts to compensate for the detriment to the public and to defray expenses incurred by the City due to delay in the completion of the project.

3. Bid Security:

a) A bid security, as a guarantee of good faith, in the form of a certified check, cashier’s check, or bidder’s bond may be required to be submitted for this project as indicated on the bid response form.

b) If alternate bids are being proposed, only one bid security will be required in the amount of the highest proposed total bid.

c) Such bid security will be returned to the unsuccessful bidders upon award of the bid and to the successful bidder upon approval by the City of the executed contract and any additional bonds required or to all bidders upon rejection of the bid in it’s entirety by the City.

d) Bid security shall be forfeited to the City as liquidated damages, not as a penalty, if the successful bidder fails or refuses to enter into a contract with the City according to the terms of the bid or fails to provide sufficient bonds and/or insurance certificates as required by the City and established in this specification document.

4. Insurance Certificate:

The successful vendor shall supply to the City prior to award an Insurance Certificate in the minimum amount prescribed below listing the City of Midland as “Additional Insured”. All certificates of insurance shall be on the standard ACCORD CERTIFICATE OF INSURANCE form showing the specific limits of insurance required. The contractor shall not commence any work on this project until a valid form has been delivered to the City and has been approved by the City Attorney.

Commercial General Liability Insurance The contractor shall procure and maintain during the life of this contract, Commercial General Liability Insurance on an occurrence basis with limits of liability not less than $1,000,000 per occurrence and $2,000,000 aggregate combined single limit, Personal Injury, Bodily Injury and Property Damage.

Coverage shall include the following: a) contractual liability; b) products and completed operations; c) independent contractors; d) broad form general liability extensions or equivalent; e) per contract aggregate.

Automobile Liability The contractor shall procure and maintain during the life of this contract, automobile liability insurance, including applicable No-Fault coverages, with limits of liability of not less than $1,000,000 per occurrence combined single limit bodily injury and property damage. Coverage shall include all owned, non-owned, and hired vehicles.

Workers Compensation Liability Insurance The contractor shall procure and maintain during the life of this contractor, Workers Compensation Insurance, including employers liability coverage in accordance with all applicable statues of the state of Michigan. Employer liability limits shall be at least $500,000/$500,000/$500,000.

5. Performance and Payment Bond The successful contractor shall furnish a performance bond in the amount of 100% of the contract price as security for the faithful performance of the project. The contractor shall also provide a payment bond in the amount of 100% of the contract price as security for payment of all persons or companies that supply materials and/or labor in connection with this project. Surety bonds shall be provided through firms that are listed as approved on the U.S. Treasury Department’s Circular 570.

6. Subcontractor Usage:

The City has the right of approval on subcontractors used for any City project. The use of ineligible vendors as subcontractors may cause the main contractor to be placed on the City’s list of ineligible vendors. The City does not pay subcontractors directly, that is the responsibility of the general. For a list of the City’s ineligible vendors, contact the City Purchasing Agent.

City of Midland APPENDIX XII

Contractor Safety Qualification Statement

Description of work or job name:_______________________________________________ Contract No.:

Contract Company: ___________________________________ Owner/CEO: ______________________ Phone:

Safety Officer:________________________________________ Title: _____________________________ Phone:

Contractor experience modification rate (EMR): ________ OSHA Recordable Injury Incident Rate (past year):

We have received a written copy of and agree to follow the requirements of the City of Midland’s “Contractor Safety Program:”

Yes No Comments:

We have an active written safety program which will be provided to City representatives upon request.

Yes No Comments:

We understand the essential requirements of the following applicable safety regulations and agree to make a good faith effort to follow them. We further certify that these applicable regulations are readily accessible to employees:

Yes

N/A Yes N/A

a. Use of reflective safety vests h. Welding and cutting

b. Confined space entry i. Hazard communication (“right-to-know”)

c. Control of hazardous energy j. Alcohol and drug use

d. Elevated work k. Bloodborne pathogens

e. Excavations, trenches & shoring l. Respiratory protection

f. Personal protective equipment m. Other applicable regulations:

g. Work area protection and traffic control

Project-specific concerns of applicable safety regulations and safety control measures will be discussed and documented at the pre-project meeting with City representatives.

Important! The City reserves the right to request verification, in writing, of the contractor’s current safety program, training and certification records, and emergency response plans as applicable to the work being done.

Other comments: ____________________________________________________________________________

We attest that the above information is true to the best of our knowledge and can be substantiated if requested.

Received by:

Contract Representative: ____________________________ Contracting Dept.:_______________________

Title: ______________________________ Date: __________ Name: ___________________Date: _________

MI Contractor’s License No. (if applicable): ___________ Original to: Contracting Department

Copy to: Contractor

4/05 GP

Contractor Project Safety Plan To be completed at pre-project meeting along with City contract representative.

Project name: _________________________________________________ Date: ________

*Safety Concerns of the Job (check all that apply)

1. Traffic control* 9. Welding and cutting

2. Hazardous energy 10. Bloodborne infectious diseases

3. Excessive noise 11. Chemical exposures**

4. Hazardous chemicals 12. Trenching/excavations

5. Falling objects 13. Eye hazards

6. Confined space 14. Foot hazards

7. Elevated work 15. Hand hazards

8. Respiratory hazards 16. Other: _________________________________________

* Must attach traffic control plan ** Must have copies of MSDSs for all hazardous chemicals on-site.

Safety Concern (see above)

Control measures (protective equipment, engineering controls, administrative controls, other measures) rputt Image rputt Text Box Exhibit A rputt Rectangle rputt Rectangle rputt Rectangle rputt Rectangle

Product Data Sheet Sikaflex®-2c NS EZ Mix July 2025, Version 01.09 020511050000000002

PRODUCT DATA SHEET

Sikaflex®-2c NS EZ Mix Two-component, non-sag, polyurethane elastomeric sealant

PRODUCT DESCRIPTION

Sikaflex®-2c NS EZ Mix is a 2-component, premium-grade, polyurethane-based, elastomeric sealant. It is principally a chemical cure in a non-sag consistency.

Meets ASTM C 920, Type S, Grade NS, Class 25, use T, NT, M, G, A, O, I and Federal specification TT-S-00230 C Type II, Class A. Meets Canada Standard CAN/CGSB

19.24 - M90.

USES

Intended for use in all properly designed working joints with a minimum depth of ¼ inch.

Ideal for vertical and horizontal applications.▪ Placeable at temperatures as low as 40 °F.▪ Adheres to most substrates commonly found in construction.

An effective sealant for use in Exterior Insulation Finish Systems (EIFS).

Submerged environments, such as canal and reservoir joints.

CHARACTERISTICS / ADVANTAGES

Capable of +50 % joint movement.▪ Chemical cure allows the sealant to be placed in joints exceeding ½ in. in depth.

High elasticity with a tough, durable, flexible consistency.

Exceptional cut and tear resistance.▪ Exceptional adhesion to most substrates without priming.

Available in 35 architectural colors.▪ Color uniformity assured via Color-pak system.▪ Available in pre-pigmented Limestone Gray (no Color-pak needed).

Non-sag even in wide joints.▪ Certified to the NSF/ANSI Standard 61 for potable water.

Easy to mix.▪ Paintable with water-, oil-, and rubber-base paints.▪ Jet fuel resistant.▪ Cold weather booster for initial tack (see reverse side for data).

Shore A hardness can be increased by using “TG” additive. See Sikaflex-2c NS TG data sheet for specific details.

ENVIRONMENTAL INFORMATION

LEED® EQc 4.1▪ SCAQMD, Rule 1168▪ BAAQMD, Reg. 8, Rule 51▪

APPROVALS / STANDARDS

Certified to NSF/ANSI standard 61 for portable water▪ 2-hour UL Fire Rated Joint System Nos. FF-S-1034, FW-

S-1020, HW-S-1018, WW-S-1037.

1 / 4

PRODUCT INFORMATION

Packaging 1.5 gal. unit, 3 gal unit.

Color A wide range of architectural colors are available.

Special colors available on request.

Shelf Life 18 months in original, unopened containers.

Storage Conditions Store dry at 40–95 °F (4–35 °C).

Condition material to 65–75 °F before using.

TECHNICAL INFORMATION

Testing 25 ± 5 (73 °F (23 °C) and 50 % R.H.) (ASTM D-2240)

Tensile Strength 95 psi (73 °F (23 °C) and 50 % R.H.) (ASTM D-412)

Elongation at Break 300 % (73 °F (23 °C) and 50 % R.H.) (ASTM D-412)

Tear Strength 45 lbs./in. (73 °F (23 °C) and 50 % R.H.) (ASTM D-624)

Chemical Resistance Good resistance to water, diluted acids, diluted alkalines, and residential sewage. Consult Technical Service at 1-800-933-SIKA for specific data.

Resistance to Weathering Excellent

Service Temperature -40 °F to 170 °F (-40°C to 75 °C).

Adhesion in peel Substrate Peel Strength Adhesion loss Concrete >15 lb. 0%

(73 °F (23 °C) and 50 % R.H.)

(Fed Spec.TT-S- 00227E)

Tensile stress at specified elongation 70 psi at 100 % (73 °F (23 °C) and 50 % R.H.) (ASTM D-412)

APPLICATION INFORMATION

Coverage 1 gallon: Yield in Linear feet Width/Depth 1/4'' 3/8'' 1/2'' 1/4'' 307.9 3/8'' 205.3 136.8 1/2'' 153.9 102.6 77.0 3/4'' 102.6 68.4 51.3 1'' 38.5 1.25'' 30.8 1.5'' 25.7

Ambient Air Temperature 40 °F to 100 °F Sealant should be installed when joint is at mid-range of its anticipated movement.

Substrate Temperature 40 °F to 100 °F Sealant should be installed when joint is at mid-range of its anticipated movement.

Sikaflex®-2c NS EZ Mix Working Time (hours)Pot Life

Product Data Sheet Sikaflex®-2c NS EZ Mix July 2025, Version 01.09 020511050000000002

2 / 4

73 °F 100 °F 40 °F Sikaflex-2c NS 4–6 3 6 w/ 1 booster 2 1 2–3 w/ 2 boosters 1 <1 1.5

Cure Time 3 days (ASTM C-679)

Tack Free Time 8-10 hours (ASTM C 679)

BASIS OF PRODUCT DATA

Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions.

LIMITATIONS

The ultimate performance of Sikaflex®-2c NS EZ Mix, depends on good joint design and proper application.

Minimum depth in working joint is 1/4 in.▪ Maximum expansion and contraction should not exceed 50 % of average joint width.

When used in areas with heavy traffic either recess joint or use TG (Traffic Grade) Additive to increase durability.

Do not cure in the presence of curing silicones.▪ Avoid contact with alcohol and other solvent cleaners during cure.

Allow 3 day cure before subjecting sealant to total water immersion. Primer is required if sealant will be subjected to total water immersion.

Avoid exposure to high levels of chlorine. (Maximum level is 5 ppm).

Do not apply when moisture vapor transmission exists since this can cause bubbling within the sealant.

Avoid over-mixing sealant.▪ White color tends to yellow slightly when exposed to ultraviolet rays.

Light colors can yellow if exposed to direct gas fired heating elements.

When overcoating, an on-site test is recommended to determine actual compatibility.

Rigid paints, coatings or primers will crack when placed over elastomeric sealants experiencing expansion or contraction

Do not use in contact with bituminous/asphaltic materials.

ENVIRONMENTAL, HEALTH AND SAFETY

For further information and advice regarding transportation, handling, storage and disposal of chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental, toxicological and other safety related data. User must read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC at 1-800-424-9300, International 703-527-3887.

APPLICATION INSTRUCTIONS

SUBSTRATE PREPARATION

Priming is typically not necessary. Most substrates only require priming if sealant will be subjected to water immersion after cure. Testing should be done, however, on questionable substrates, to determine if priming is needed. Consult Technical Service or Sikaflex Primer Technical Data Sheet for additional information on priming. Note: Most Exterior Insulation Finish Systems (EIFS) manufacturers recommend the use of a primer.

When EIFS manufacturer specifies a primer or if on-site bond testing indicates a primer is necessary, Sikaflex 429 primer is recommended. On-site adhesion testing is recommended with final system prior to the start of a job.

MIXING

Pour entire contents of Component ‘B’ into pail of Component ‘A’. Add entire contents of Color-pak into pail and mix with a low-speed drill (400–600 rpm) and Sikaflex paddle.* Mix for 3–5 minutes to achieve a uniform color and consistency. Scrape down sides of pail periodically. Avoid entrapment of air during mixing.

When mixing in cold weather (<50 °F), do not force the mixing paddle to the bottom of the pail. After adding Component ‘B’ and Color-pak into Component ‘A’, mix the top 1/2 to 3/4 of the pail during the first minute of mixing. After scraping down the sides of the pail, mix again for another minute. The paddle should reach the bottom of the pail between the first and second minute of mixing. Scrape down the sides of the pail a second time and then mix for an additional 2–3 minutes until the sealant is well blended. Color-pak must be used with tint base. For pre-pigmented Limestone base, just mix with low speed drill and Sikaflex paddle (no Color-pak needed).

APPLICATION METHOD / TOOLS

Recommended application temperatures 40–100 °F. Pre-conditioning units to 65–75 °F is necessary when working at extremes. Move pre-conditioned units to work areas just prior to application. Apply sealant only to clean, sound, dry, and frost-free substrates. Sikaflex- 2c should be applied into joints when joint slot is at mid-point of its designed expansion and contraction. To place, load directly into bulk gun or use a follower plate

Product Data Sheet Sikaflex®-2c NS EZ Mix July 2025, Version 01.09

3 / 4 loading system. Place nozzle of gun into bottom of joint and fill entire joint. Keeping the nozzle deep in the sealant, continue with a steady flow of sealant preceding nozzle to avoid air entrapment. Also, avoid overlapping of sealant since this also entraps air.

Tooling and Finishing Tool sealant to ensure full contact with joint walls and remove air entrapment. Joint dimension should allow for 1/4 inch minimum and 1/2 inch maximum thickness for sealant. Proper design is 2:1 width to depth ratio. To accelerate the cure of Sikaflex®-2c NS EZ Mix in cold weather temperatures, add Sikaflex-2c booster.

Removal Uncured material can be removed with xylene. Strictly follow solvent manufacturer’s warnings and instructions for use. Cured material can only be removed mechanically. For spillage, collect, absorb, and dispose of in accordance with current, applicable local, state, and federal regulations.

OTHER RESTRICTIONS

See Legal Disclaimer.

LEGAL DISCLAIMER

• KEEP CONTAINER TIGHTLY CLOSED

• KEEP OUT OF REACH OF CHILDREN

• NOT FOR INTERNAL CONSUMPTION

• FOR INDUSTRIAL USE ONLY

• FOR PROFESSIONAL USE ONLY

Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates (“SIKA”), the user must always read and follow the warnings and instructions on the product’s most current product label, Product Data Sheet and Safety Data Sheet which are available at usa.sika.com or by calling SIKA’s Technical Service Department at 1-800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and instructions for each SIKA product as set forth in the current product label, Product Data Sheet and Safety Data Sheet prior to use of the SIKA product.

SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product

Data Sheet if used as directed within the product’s shelf life. User determines suitability of product for intended use and assumes all risks. User’s and/or buyer’s sole remedy shall be limited to the purchase price or replacement of this product exclusive of any labor costs.

NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL

APPLY INCLUDING ANY WARRANTY OF

MERCHANTABILITY OR FITNESS FOR A PARTICULAR

PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL

THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.

SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS

PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT

OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD

BY OTHERS.

Sale of SIKA products are subject to the Terms and Conditions of Sale which are available at https://usa.sika.com/en/about-us/terms-conditions-of-sale.html or by calling 1-800-933-7452.

Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone: +1-800-933-7452 Fax: +1-201-933-6225 usa.sika.com

Sikaflex-2cNSEZMix-en-US-(07-2025)-1-9.pdf

Product Data Sheet Sikaflex®-2c NS EZ Mix July 2025, Version 01.09

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Attachment 1 - Special provisions for construction work.pdf
Commercial General Liability Insurance

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