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About this file
This Request for Proposal (RFP) from the City of Meriden, Connecticut Purchasing Department solicits sealed electronic proposals for roofing and exterior weatherization repairs at the Meriden Public Library, located at 105 Miller Street. The project scope encompasses limited-scope weatherization improvements to address random water penetration through the exterior building roof assemblies and walls. Primary work includes inspection and repair of all exterior joints and material assembly seams; cleaning and sealing of exterior concrete and masonry; installation of new EPDM membrane and flashings consistent with manufacturer standards; and coordination with the existing Firestone Platinum EPDM roof system warranty provider. The Meriden Public Library is a 53,000 square-foot, two-story structure with the original 45,000 square-foot building constructed in 1973 and an 8,000 square-foot addition completed in 2023. A mandatory pre-proposal meeting is scheduled for December 11, 2025 at 10:00 a.m. at the library facility. Electronic proposals must be submitted via the City's eProcurement Portal no later than 12:00 p.m. on January 6, 2026, with a question submission deadline of December 29, 2025 at 4:00 p.m. The contract will be structured through a Purchase Order and Standard EJCDC Construction Agreement.
Pricing for the project is requested as a lump sum for the complete contractual scope of work with all improvements to the roof as described. The City of Meriden is exempt from federal excise taxes and Connecticut state sales and use taxes, which should not be included in proposal pricing. Payment will be made no less than thirty days following completion of services. The roofing contractor must be certified as a Firestone-designated and trained system installer to maintain compatibility with the existing 30-year manufacturer warranty (Warranty No. 700440164, provided by ELEVATE). The contractor shall obtain all necessary permits required by the City prior to commencing work, with regular city permit fees waived but state education fund fees not waived. Required proposal submissions include a Non-Collusive Bid Statement, Proposer's Qualification Statement, and Meriden-Based Business Status request form. The selected contractor must maintain appropriate state licenses and certifications and comply with fair employment practices, Connecticut General Statutes regarding non-discrimination, and the City of Meriden Code of Ethics. No proposal may be withdrawn within sixty days of the opening date, and the City reserves the right to reject any or all proposals and waive minor inconsistencies if deemed in the City's best interest.
Text of this file
For more information, please visit our online supplier portal, located at https://procurement.opengov.com/portal/meridenct
City of Meriden
Purchasing Department
142 East Main St. Room 210
Meriden, CT 06450
RFP026-12R MERIDEN PUBLIC LIBRARY ROOF
WEATHERIZATION
Project ID: RFP026-12R
RELEASE DATE: November 26, 2025
RESPONSE DEADLINE: January 6, 2026, 12:00 pm
Please refer to the project timeline in this document for all important deadlines.
Request For Proposal #RFP026-12R
Title: RFP026-12R Meriden Public Library Roof Weatherization
Table Of Contents
1. LEGAL NOTICE
2. INFORMATION TO PROPOSERS
3. SCOPE OF SERVICES
4. PRICING TABLE
5. VENDOR SUBMISSION FORMS
Attachments:
A - Scope
B - Drawings - Meriden Public Library Exterior Weatherization Repairs
C - EJCDC_General_&_Supplemental
LEGAL NOTICE
REQUEST FOR PROPOSALS
The City of Meriden is accepting sealed electronic proposals for:
RFP026-12R Meriden Public Library Roof Weatherization
The City of Meriden is soliciting sealed electronic proposals in seeking a contractor to remedy and repair water penetration with the Library's roof..
Proposals shall be submitted as sealed electronic responses per specifications obtained via the City eProcurement Portal: https://procurement.opengov.com/portal/meridenct and on the State of Connecticut
Department of Administrative Services website (https://webprocure.proactiscloud.com).
Proposals may be received up to but not later than 12:00 pm, Tuesday, January 6, 2026 via the City eProcurement Portal located at https://procurement.opengov.com/portal/meridenct. The City eProcurement
Portal Clock is the official clock for the determination of all deadline dates and times. Without exception, responses will not be accepted after the submission deadline regardless of any technical difficulties. Please submit electronic responses via the City eProcurement
Portal: https://procurement.opengov.com/portal/meridenct by way of the eProcurement Portal, responses will be locked and digitally encrypted until the submission deadline passes.
A MANDATORY Pre-Proposal Meeting will be held on Thursday, December 11, 2025, 10:00 am at the
Meriden Public Library, 105 Miller Street, Meriden, CT 06450.
The right is reserved to reject any or all proposals, in whole or in part, to award any item, group of items, or total proposal, and to waive informality or technical defects, if it is deemed to be in the best interest of the City of Meriden. No proposer may withdraw its proposal within sixty (60) days of the date of the opening.
The City of Meriden is an Affirmative Action/Equal Opportunity Employer. Disadvantaged, minority, small, and women business enterprises are encouraged to respond.
Rawle Dummett Purchasing Officer City of Meriden, CT 06450-8022 Dated: November 26, 2025 https://procurement.opengov.com/po1tal/meridenct https://webprocure.proactiscloud.com/
INFORMATION TO PROPOSERS
1. SUMMARY
This project entails limited scope weatherization improvements to the Meriden Public Library, 105 Miller
Street, Meriden, Connecticut. The purpose of the project is to address random water penetration through the exterior building roof assemblies. Repairs and/or replacement of deteriorated exterior weather sealants at vents, grilles, louvers, parapets, facias, curbs, expansion joints and various roof and wall penetrations.
The roofing contractor shall be certified as a Firestone designated and trained system installer. The roofing contractor is to inspect the entire roof all levels and effect repairs, consistent with the warranty, where and if required. Where indicated, the contractor shall install new EPDM membrance and flashings consistent with the manufacturer's standards and warranty and compatible with the installed warrantied roof system.
The existing roof is a Firestone Platinum EPDM system installed in 2022 with a 30 year manufacturer's warranty as follows:
Project No: 4380575 Start Date: 05/16/2023 Building Identification: MERIDEN PUBLIC LIBRARY Store No.: NA Building Address: 105 Miller St, Meriden, CT 06450 Building Owner: CITY OF MERIDEN Installing Contractor: Premier Building Associates,LLC Warranty No: 700440164 ELEVATE (Warranty Provider)
2. TIMELINE
Release Project Date: November 26, 2025
Pre-Proposal Meeting (Mandatory): December 11, 2025, 10:00am
Meriden Public Library, 105 Miller Street, Meriden, CT 06450
Question Submission Deadline: December 29, 2025, 4:00pm
Response Submission Deadline: January 6, 2026, 12:00pm
3. PROPOSAL PROCEDURES
The City will only be accepting electronic submissions of proposals. Please submit electronic responses via the
City eProcurement Portal: https://procurement.opengov.com/portal/meridenct. By way of the eProcurement
Portal, responses will be locked and digitally encrypted until the submission deadline passes. Proposals are due for submission no later than 12:00 pm, Tuesday, January 6, 2026.
4. PROPOSALS/QUALIFICATIONS
A. Proposals must be made out and signed in the corporate, or other, name of Proposer, and must be fully and properly executed by an authorized person.
B. Proposals received later than the time and date specified will not be considered.
C. Amendments to or withdrawal of Proposals received later than the date and time set forth in the proposal opening will not be considered.
5. EXAMINATION OF DOCUMENTS
Proposers are to examine all documents and visit the site in order to make a thorough examination of the conditions so that they may familiarize itself with all of the existing requirements, conditions, and difficulties that will affect the execution of the work in order to determine the amount of work necessary to carry out the true intent of the specifications and work shown on the drawings.
The City of Meriden and its agents do not have any responsibility for the accuracy, completeness, or sufficiency of any proposal document obtained from any other source other than from the City eProcurement Portal:
https://procurement.opengov.com/portal/meridenct. Obtaining documents from any other source(s) may result in obtaining incomplete and inaccurate information. Obtaining documents from any other source may also result in failure to receive any addenda, corrections, or other revisions to the documents that may be issued.
No request shall be honored if such request is made less than seven (7) calendar days prior to the date fixed for the opening of proposals. Any and all such interpretations, and any supplementary instructions, will be in the form of a written addenda to the specifications which, if issued, will be made available via the City eProcurement Portal, located at https://procurement.opengov.com/portal/meridenct for addenda. Failure of any proposals to receive any such addenda shall not relieve any proposals from any obligations under its proposal as submitted.
Proposers shall submit all inquiries regarding this proposal via the City eProcurement Portal, located at https://procurement.opengov.com/portal/meridenct. Please note the deadline for submitting inquiries. All answers to inquiries will be posted on the City eProcurement Portal. Proposers may also click “Follow” on this document to receive an email notification when answers are posted. It is the responsibility of the proposer to check the website for answers to inquiries.
6. AWARD OF CONTRACT
The Purchasing Officer reserves the right to reject any or all proposals or parts thereof for any reason, to negotiate changes to proposal terms and to waive minor inconsistencies with the RFP. The Purchasing Officer reserves the right to make a selection on the basis of qualifications, experience in providing similar services elsewhere, the proposal’s responsiveness to the Request For Proposal requirements; and to negotiate a contract with the Consultant(s).
The contract will not be awarded to any corporation, firm, or individual which/who is in arrears to the City of
Meriden by debt or contract, or who is in default as security or otherwise by any obligation to the City of
Meriden.
The right is reserved to reject any or all proposals, in whole or in part, to award any item, group of items, or total proposal, and to waive informality or technical defects, if it is deemed to be in the best interest of the City of Meriden.
7. TAXES
The City of Meriden is exempt under Connecticut General Statutes from the payment of the excise taxes imposed by the federal government and the Sales and Use Tax of the State of Connecticut; such taxes should not be included in the proposal price. Upon request, exemption certificates will be furnished to the successful
Proposer.
8. FAIR EMPLOYMENT PRACTICES
The Contractor shall agree that neither it or its subcontractors, except in the case of a bona fide occupational qualification or need, to refuse to hire or employ or to bar or to discharge from employment any individual or to discriminate against such individual in compensation or in terms, conditions or privileges of employment because of the individual's race, color, religious creed, age, sex, gender identity or expression, marital status, national origin, ancestry, present or past history of mental disability, intellectual disability, learning disability, physical disability, including, but not limited to, blindness or status as a veteran. The aforementioned terms are obtained from Connecticut General Statutes Section 46a-60, et seq., entitled “Discriminatory employment practices prohibited,” as amended.
9. FORM OF AGREEMENT BETWEEN CITY OF MERIDEN AND CONSULTANT
The Agreement for the work will be via Purchase Order and Standard EJCDC Construction Agreement.
SEE ATTACHMENT C FOR CONTRACT SAMPLE.
10. NON-COLLUSION STATEMENT
Each proposer submitting a proposal to the City of Meriden for any portion of the work contemplated by the documents on which bidding is based shall execute and attach thereto the sworn Non-Collusive Statement, to the effect that the proposal has not colluded with any other person, firm, or corporation in the submission of the proposal/qualifications.
11. CITY OF MERIDEN CODE OF ETHICS
The City of Meriden has adopted a Code of Ethics located in Chapter 21 of the Code of the City of Meriden, sections 21-1 through 21-15, inclusive, which are expressly incorporated herein by reference. The terms of the
Code of Ethics shall constitute a part of any contract or agreement entered into by the City of Meriden as a result of this proposal as if those terms were fully set forth in such contract or agreement.
Proposers are specifically advised that the Code of Ethics prohibits public officers and employees, as well as their immediate families and businesses, with which they are associated from participating in any transaction which is incompatible with the proper discharge of official duties or responsibilities. Proposers are also advised that the Code of Ethics contain provisions with respect to paid contractors and former employees and officials.
PROPOSERS SHOULD NOTE THAT PROPOSALS, CONTRACTS, AND AGREEMENTS ENTERED
INTO OR AWARDED IN VIOLATION OF THE CODE OF ETHICS ARE VOIDABLE BY
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MERIDEN.
Copies of the Code of Ethics may be obtained from the office of the City Clerk or may be found online on the
City of Meriden’s website.
12. ASSIGNMENT OF CONTRACT
No contract may be assigned without the written consent of the Purchasing Officer or designee.
13. PERMITS
The Contractor shall be responsible for obtaining any and all necessary permits required by the City of Meriden prior to the commencement of work. The Contractor may contact the City of Meriden Building Department for permit information at (203) 630-4091. For all other required permits, contact the City of Meriden Engineering
Department at (203) 630-4018.
Due to the fact this is a City of Meriden Owned Property, regular City permit fees will be waived BUT the State
Education Fund Fee/Permit will NOT be waived.
14. PRICE AND PAYMENT
The City of Meriden is exempt from the payment of the excise taxes imposed by the Federal government and the Sales and Use Tax of the State of Connecticut under Connecticut General Statutes; accordingly, such taxes shall not be included in the pricing.
The City of Meriden, unless stated otherwise in the documents or Contract, will make payment to the
Contractor not less than thirty (30) days following completion of services.
15. INSURANCE
The successful consultant shall be required to provide a Certificate of Insurance denoting general liability, automobile liability, workers compensation liability, and other coverage required by the City’s Risk Manager.
16. LICENSES AND CERTIFICATIONS
The successful firm(s) shall ensure that any appropriate licenses or certifications required by the State of
Connecticut are maintained for the duration of the project. The firm must meet all municipal, state and federal affirmative action and equal employment opportunity practices.
17. TERMS AND CONDITIONS
The selected consultants must have the capability to provide the City of Meriden with expertise in performing other functions, such as, but not limited to, preparation of permit applications, liaison functions and clerical assistance. The following are some potential services which the selected Consultant may be required to provide.
It is also understood that the selected consultant will be required to complete all direct or indirect responsibilities associated with the assigned task so that the intent and desired goal of the City can be achieved.
These services may include, without limitation, reviewing drawings and specifications, providing individuals or sub-consultants with specialized knowledge, assisting in the preparation of legal proceedings, appearance before
Courts or Commissions, providing expert opinions, or conclusions as well as performing investigations of technical matters.
SCOPE OF SERVICES
1. PROJECT DETAILS
1. Staging and access to the building exterior including all elevations and roof as required to implement the work.
• Inspection of all exterior joints and material assembly seams entire building.
• Repair and/or replacement exterior joints and material assembly seams entire building.
• Cleaning, tuck pointing if required, and then sealing all exterior concrete and masonry on the entire building.
• Coordination with / notification of EPDM Roof System (2023) warranty provider and roofing trade subcontractor installer that random leaking has occurred and that an active field investigation and determination is underway to locate and address potential sources of water penetration into the building at various locations. Repair of any found conditions by Firestone qualified roofer without voiding the existing roof system warranty.
2. Work shall be performed on a fully occupied public building and the General Contractor shall assume responsibility for staging the work in such a manner as to protect the public health, safety and welfare.
3. The General Contractor shall comply with all applicable codes, ordinances and regulations in performing the work.
4. The Contractor shall comply with all safe work place requirements and practices established by OSHAE.
5. The Contractor shall assume that there is no asbestos or lead paint hazardous materials contained within roof and exterior wall assemblies.
6. All materials removed from building shall disposed in compliance with applicable code, standards, ordinances or regulation.
7. The General Contractor shall maintain a digital photographic record of the project and deliver color prints and jpeg files of same on a USB stick to both the Architect and the Owner upon completion of project.
PLEASE REFER TO ATTACHMENT A FOR WORK SCOPE/SPECIFICATIONS AND
ATTACHMENT B FOR DRAWINGS
2. Specifications
General Requirements:
Concrete & Masonry Cleaning 2.1.0 Summary - Includes cleaning of masonry and stone surfaces.
2.2.0 Pre-installation Meeting - GC to prepare minimum 100 SF sample cleaning area for onsite review with
Architect prior to implementing the work.
2.3.0 Definitions - Utilize Medium Pressure Spray (400 to 800 psi).
2.4.0 Quality Assurance – Prepare an approximately 25 SF mockup of cleaned area for each type of masonry and surface condition.
2.5.0 Cleaning Materials - Use potable water heated to a temperature of 140 deg F with job mixed detergent solution prepared by mixing 2 cups (0.5 L) of tetrasodium pyrophosphate (TSPP), 1/2 cup (125 mL) of laundry detergent, and 20 quarts (20 L) of hot water for every 5 gal. (20 L) of solution required.
2.6.0 Protection - Comply with each manufacturer's written instructions for protecting building and other surfaces against damage from exposure to its products. Prevent paint removers and chemical cleaning solutions from coming into contact with people, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact.
2.7.0 Cleaning General - Appearance Standard: Cleaned surfaces are to have a uniform appearance as viewed from 20 feet (6 m)] away. Proceed with cleaning in an orderly manner; work from top to bottom and from one end of each elevation to the other. Ensure that dirty residues and rinse water do not wash over dry, cleaned surfaces. Use spray equipment that provides controlled application at volume and pressure indicated, measured at nozzle. Adjust pressure and volume to ensure that cleaning methods do not damage surfaces, including joints.
2.8.0 Preliminary Cleaning - Before beginning general cleaning, remove extraneous substances that are resistant to planned cleaning methods. Extraneous substances include paint, calking, asphalt, and tar.
2.9.0 Cleaning Masonry & Concrete - Detergent Cleaning: Wet surface with hot water applied by low-pressure spray. Scrub surface with detergent solution using medium-soft brushes until soil is thoroughly dislodged and can be removed by rinsing. Use small brushes to remove soil from mortar joints and crevices. Dip brush in solution often to ensure that adequate fresh detergent is used and that surface remains wet. Rinse with hot water applied by medium-pressure spray to remove detergent solution and soil. Repeat cleaning procedure above where required to produce cleaning effect
3.0.0 Joint Sealants
3.1.0 Summary – Repair and/or replacement of deteriorated exterior weather sealants at vents, grilles, louvers, parapets, facias, curbs, expansion joints and various roof and wall penetrations.
3.2.0 Pre-installation Meeting – GC top identify and prepare sample repair for minimum of 2 linear feet or occurrence at representative ‘deteriorated’ joint for onsite inspection prior to proceeding with the work.
3.3.0 General - Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.
3.3.1 Color – Match existing subject to review and approval by Architect.
3.4.0 Silicone - S, NS, 100/50, NT: Non-staining, single component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral curing silicone joint sealant; ASTM C920, Type S, Grade
NS, Class 100/50, Use NT.
3.5.0 Joint Sealant Backing - Sealant Backing Material, General: Non-staining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.
3.5.1 Cylindrical Sealant Backings: ASTM C1330 as approved in writing by joint-sealant manufacturer for joint application indicated], and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance
3.5.2 Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint.
Provide self-adhesive tape where applicable.
3.6.0 Miscellaneous Materials -
3.6.1 Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests
3.6.2 Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates
3.6.3 Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.
3.7.0 Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements
3.7.1 Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
3.7.2 Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants.
Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates including Concrete & Masonry. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.
3.8.0 Installation - Comply with joint-sealant manufacturer's written installation instructions for products and applications. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. Clean off excess sealant
3. Project Team
City/Owner Representative Richard Doucette Supervisor of Maintenance - City Hall 142 East Main Street, Meriden, CT 06450 Email: rdoucette@meridenct.gov
Architect Joseph Migani, Senior Architect O'Riordan Migani Architects LLC 22 Bank Street, Seymour, CT 06483 Email: jcm@omarchitects.com
4. Current Warranty Information
The existing roof is a Firestone Platinum EPDM system installed in 2022 with a 30 year manufacturer's warranty as follows:
Project No: 4380575 Start Date: 05/16/2023 Building Identification: MERIDEN PUBLIC LIBRARY Store No.: NA Building Address: 105 Miller St, Meriden, CT 06450 Building Owner: CITY OF MERIDEN Installing Contractor: Premier Building Associates, LLC Warranty No: 700440164 ELEVATE (Warranty Provider) 26 Century Blvd., Suite 205, Nashville, TN 37214 800-428-4442 www.holcimelevate.com
Subcontractor Qualifications - The roofing contractor shall be certified as a Firestone designated and trained system installer.
Installation - The roofing trade subcontractor is to inspect the entire roof all levels and effect repairs, consistent with the warranty, where and if required. Additional (New) Work - Where indicated, the contractor shall install new EPDM membrance and flashings consistent with the manufacturer's standards and warranty and compatible with the installed warrantied roof system.
mailto:rdoucette@meridenct.gov mailto:jcm@omarchitects.com https://www.holcimelevate.com/
PRICING TABLE
SCOPE OF WORK
All Improvements to the Roof as described in the scope
Line Item Scope of Work Total Scope Lump Sum
1 Contractual Scope of Work 1
VENDOR SUBMISSION FORMS
1. NON-COLLUSIVE BID STATEMENT/AFFIDAVIT*
Please download the below documents, complete, and upload.
• Non-Collusive_Bid_Statement...
*Response required
2. PROPOSER'S QUALIFICATION STATEMENT**
Please download the below documents, complete, and upload.
• Proposers_Qualification_Sta...
*Response required
3. REQUEST FOR STATUS AS A MERIDEN BASED BUSINESS*
Please download the below documents, complete, and upload.
• Meriden_Based_Business.pdf
*Response required
4. Additional Information https://government-project.s3.us-west-2.amazonaws.com/185261/2b03e8dc-d8b5-4042-ba95-941f22f50926_Non-Collusive_Bid_Statement.pdf https://government-project.s3.us-west-2.amazonaws.com/218527/cdf95f39-c114-42cc-9b71-13a19522f512_Proposers_Qualification_Statement.pdf https://government-project.s3.us-west-2.amazonaws.com/196784/7d029416-528f-472f-b2f8-42d00fbea0f7_Meriden_Based_Business.pdf
Scope Description & Specifications
General Notes:
1. This project entails limited scope weatherization improvements to the Meriden Public Library located at 105 Miller Street, Meriden, Connecticut 06450. The purpose of the project is to address random water penetration through exterior building assemblies.
2. The Meriden Public Library is a 53,000 SF two story structure. The original 45,000 SF building was built in 1973 and an 8,000 SF addition was completed in 2023. The 2023 addition was designed by TSKP Studio Architects and built by Montagno Construction at a cost of approximately $13,200,000. The entire roof was replaced as part of the 2023 renovation, modernization and expansion project.
3. The project team is as follows:
a. Owner Representative
Richard Doucette Supervisor of Maintenance City Hall 142 East Main Street, Meriden, CT 06450 O 203.603.4155 C 203 537 1093 Email: rdoucette@meridenct.gov
b. Architect Joseph Migani, Senior Architect O'Riordan Migani Architects LLC 22 Bank Street, Seymour, CT 06483 O 203 888 7667 C 203 668 7985 Email: jcm@omarchitects.com
4. The Contractual Scope of Work includes, but is not limited to the following:
a. Staging and access to the building exterior including all elevations and roof as required to implement the work.
b. Inspection of all exterior joints and material assembly seams entire building.
c. Repair and/or replacement exterior joints and material assembly seams entire building.
d. Cleaning, tuck pointing if required, and then sealing all exterior concrete and masonry on the entire building.
e. Coordination with / notification of EPDM Roof System
(2023) warranty provider and roofing trade subcontractor installer that random leaking has occured and that an active field investigation and determination is underway to locate and address portential sources of water penetration into the building at various locations.
Repair of any found conditions by Firestone qualified roofer without voiding the existing roof system warranty.
5. Work shall be performed on a fully occupied public building and the General Contractor shall assume responsibility for staging the work in such a manner as to protect the public health, safety and welfare.
6. The General Contractor shall comply with all applicable codes, ordinances and regulations in performing the work.
7. The Contractor shall comply with all safe work place requirements and practices established by OSHAE .
8. The Contractor shall assume that there is no asbestos or lead paint hazardous materials contained within roof and exterior wall assemblies.
9. All materials removed from building shall disposed in compliance with applicable code, standards, ordinances or regulation.
10. The General Contractor shall maintain a digital photographic record of the project and deliver color prints and jpeg files of same on a USB stick to both the Architect and the Owner upon completion of project.
Specifications:
1.0.0 General Requirements
1.1.0 This project shall be implemented through a
purchase order issued by the office of the City of Meriden Finance Office, Rawle Dummett, Purchasing Officer, O 203 630 4115 email: rdummett@meridenct.gov.
2.0.0 Concrete & Masonry Cleaning
2.1.0 Summary - Includes cleaning of masonry and stone
surfaces.
2.2.0 Preinstallation Meeting - GC to prepare minimum
100 SF sample cleaning area for onsite review with Architect prior to implementing the work.
2.3.0 Definitions - Utilize Medum Pressure Spray (400 to
800 psi).
2.4.0 Quality Assurance – Prepare an approximately 25
SF mockup of cleaned area for each type of masonry and surface condition.
2.5.0 Cleaning Materials - Use potable water heated to a
temperature of 140 deg F with job mixed detergent solution prepared by mixing 2 cups (0.5 L) of tetrasodium pyrophosphate (TSPP), 1/2 cup (125 mL) of laundry detergent, and 20 quarts (20 L) of hot water for every 5 gal. (20 L) of solution required.
2.6.0 Protection - Comply with each manufacturer's
written instructions for protecting building and other surfaces against damage from exposure to its products. Prevent paint removers and chemical cleaning solutions from coming into contact with people, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact.
2.7.0 Cleaning General - Appearance Standard: Cleaned
surfaces are to have a uniform appearance as viewed from 20 feet (6 m)] away. Proceed with cleaning in an orderly manner; work from top to bottom and from one end of each elevation to the other. Ensure that dirty residues and rinse water do not wash over dry, cleaned surfaces. Use spray equipment that provides controlled application at volume and pressure indicated, measured at nozzle.
Adjust pressure and volume to ensure that cleaning methods do not damage surfaces, including joints.
2.8.0 Preliminary Cleaning - Before beginning general
cleaning, remove extraneous substances that are resistant to planned cleaning methods. Extraneous substances include paint, calking, asphalt, and tar.
2.9.0 Cleaning Masonry & Concrete - Detergent Cleaning:
Wet surface with hot water applied by low-pressure spray. Scrub surface with detergent solution using medium-soft brushes until soil is thoroughly dislodged and can be removed by rinsing. Use small brushes to remove soil from mortar joints and crevices. Dip brush in solution often to ensure that adequate fresh detergent is used and that surface remains wet. Rinse with hot water applied by medium-pressure spray to remove detergent solution and soil. Repeat cleaning procedure above where required to produce cleaning effect
3.0.0 Joint Sealants
3.1.0 Summary – Repair and/or replacement of deteriorated
exterior weather sealants at vents, grilles, louvers, parapets, facias, curbs, expansion joints and various r roof and wall penetrations.
3.2.0 Preinstallation Meeting – GC top identify and prepare
sample repair for minimum of 2 linear feet or occurrence at representative ‘deteriorated’ joint for onsite inspection prior to proceeding with the work.
3.3.0 General - Provide joint sealants, backings, and other
related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.
3.3.1 Color – Match existing subject to review and approval
by Architect.
3.4.0 Silicone - S, NS, 100/50, NT: Nonstaining, single-
component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT.
3.5.0 Joint Sealant Backing - Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.
3.5.1 Cylindrical Sealant Backings: ASTM C1330 as
approved in writing by joint-sealant manufacturer for joint application indicated], and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance
3.5.2 Bond-Breaker Tape: Polyethylene tape or other plastic
tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint.
Provide self-adhesive tape where applicable.
3.6.0 Miscellaneous Materials -
3.6.1 Primer: Material recommended by joint-sealant
manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests
3.6.2 Cleaners for Nonporous Surfaces: Chemical cleaners
acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates
3.6.3 Masking Tape: Nonstaining, nonabsorbent material
compatible with joint sealants and surfaces adjacent to joints.
3.7.0 Surface Cleaning of Joints: Clean out joints
immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements
3.7.1 Remove all foreign material from joint substrates that
could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
3.7.2 Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates including Concrete & Masonry. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.
3.8.0 Installation - Comply with joint-sealant manufacturer's written installation instructions for products and applications. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. Clean off excess sealant.
4.0.0 Elastomeric Sheet Waterproofing
4.1.0 Existing Installation - The existing roof is a Firestone
Platinum EPDM system installed in 2022 with a 30 year manufacturer's warranty as follows:
Project No: 4380575 Start Date: 05/16/2023 Building Identification: MERIDEN PUBLIC LIBRARY Store No.: NA Building Address: 105 Miller St, Meriden, CT 06450 Building Owner: CITY OF MERIDEN Installing Contractor: Premier Building Associates,LLC Warranty No: 700440164 ELEVATE (Warranty Provider) 26 Century Blvd., Suite 205, Nashville, TN 37214 800-428-4442 www.holcimelevate.com
4.2.0 Subcontractor Qualifications - The roofing contractor
shall be certified as a Firestone designated and trained system installer.
4.3.0 Installation - The roofing trade subcontractor is to
inspect the entire roof all levels and effect repairs, consistent with the warranty, where and if required.
4.4.0 Additional (New) Work - Where indicated, the
contractor shall install new EPDM membrance and flashings consistent with the manufacturer's standards and warranty and compatible with the installed warrantied roof system.
D ra w in g N um be r:
Jo b:
S ca le
D ra w n:
C he ck ed
D at e:
R ev is ed
N or th A rro w
S ta m p:
D ra w in g
Ti tle
P re pa re d
B y:
O 'R io rd an M ig an i A rc hi te ct s
LL
C
B an k
S tre et , S ey m ou r, C on ne ct ic ut
A rc hi te ct ur e, P la nn in g, U rb an D es ig n
P
3.
8.
F
3.
1.
1/ 8"
'-0
A001
-1
7-
W or k Sc op e
S pe ci fic at io ns
M ill er S tre et
, M er id en
, C T
4.
M J
JC
M
M er id en
P ub lic L ib ra ry
Attachment A
Prepared By: Drawing Index
O'Riordan Migani Architects LLC Architecture, Planning & Urban Design 22 Bank Street, Seymour, CT 06483, P(203) 888-7667
Location Map
23264.101-21-25
Meriden Public Library
Exterior Envelope Weatherization Repairs
Thomas J. Welsh, Library Board President
Kevin Scarpati, Mayor City of Meriden, 142, East Main Street, Meriden, CT 06450
Meriden Public Library, 105 Miller Street, Meriden, CT 06450
Meriden Public Library
23264.1
A001 SCOPE OF WORK & OUTLINE SPECIFICATIONS
A101 WORK SCOPE REFERENCE PLAN
A102 PHOTO REFERENCE ROOF PLAN
A103 PHOTO REFERENCE
A104 PHOTO REFERENCE
A105 PHOTO REFERENCE
OWNER 90% REVIEW COPY
NOT FOR ISSUE, NOT FOR ONSTRUCTION
01-21-25
ATTACHMENT B
Scope Description & Specifications
General Notes:
1. This project entails limited scope weatherization improvements to the Meriden Public Library located at 105 Miller Street, Meriden, Connecticut 06450. The purpose of the project is to address random water penetration through exterior building assemblies.
2. The Meriden Public Library is a 53,000 SF two story structure. The original 45,000 SF building was built in 1973 and an 8,000 SF addition was completed in 2023. The 2023 addition was designed by TSKP Studio Architects and built by Montagno Construction at a cost of approximately $13,200,000. The entire roof was replaced as part of the 2023 renovation, modernization and expansion project.
3. The project team is as follows:
a. Owner Representative
Richard Doucette Supervisor of Maintenance City Hall 142 East Main Street, Meriden, CT 06450 O 203.603.4155 C 203 537 1093 Email: rdoucette@meridenct.gov
b. Architect Joseph Migani, Senior Architect O'Riordan Migani Architects LLC 22 Bank Street, Seymour, CT 06483 O 203 888 7667 C 203 668 7985 Email: jcm@omarchitects.com
4. The Contractual Scope of Work includes, but is not limited to the following:
a. Staging and access to the building exterior including all elevations and roof as required to implement the work.
b. Inspection of all exterior joints and material assembly seams entire building.
c. Repair and/or replacement exterior joints and material assembly seams entire building.
d. Cleaning, tuck pointing if required, and then sealing all exterior concrete and masonry on the entire building.
e. Coordination with / notification of EPDM Roof System
(2023) warranty provider and roofing trade subcontractor installer that random leaking has occured and that an active field investigation and determination is underway to locate and address portential sources of water penetration into the building at various locations.
Repair of any found conditions by Firestone qualified roofer without voiding the existing roof system warranty.
5. Work shall be performed on a fully occupied public building and the General Contractor shall assume responsibility for staging the work in such a manner as to protect the public health, safety and welfare.
6. The General Contractor shall comply with all applicable codes, ordinances and regulations in performing the work.
7. The Contractor shall comply with all safe work place requirements and practices established by OSHAE .
8. The Contractor shall assume that there is no asbestos or lead paint hazardous materials contained within roof and exterior wall assemblies.
9. All materials removed from building shall disposed in compliance with applicable code, standards, ordinances or regulation.
10. The General Contractor shall maintain a digital photographic record of the project and deliver color prints and jpeg files of same on a USB stick to both the Architect and the Owner upon completion of project.
Specifications:
1.0.0 General Requirements
1.1.0 This project shall be implemented through a
purchase order issued by the office of the City of Meriden Finance Office, Rawle Dummett, Purchasing Officer, O 203 630 4115 email: rdummett@meridenct.gov.
2.0.0 Concrete & Masonry Cleaning
2.1.0 Summary - Includes cleaning of masonry and stone
surfaces.
2.2.0 Preinstallation Meeting - GC to prepare minimum
100 SF sample cleaning area for onsite review with Architect prior to implementing the work.
2.3.0 Definitions - Utilize Medum Pressure Spray (400 to
800 psi).
2.4.0 Quality Assurance – Prepare an approximately 25
SF mockup of cleaned area for each type of masonry and surface condition.
2.5.0 Cleaning Materials - Use potable water heated to a
temperature of 140 deg F with job mixed detergent solution prepared by mixing 2 cups (0.5 L) of tetrasodium pyrophosphate (TSPP), 1/2 cup (125 mL) of laundry detergent, and 20 quarts (20 L) of hot water for every 5 gal. (20 L) of solution required.
2.6.0 Protection - Comply with each manufacturer's
written instructions for protecting building and other surfaces against damage from exposure to its products. Prevent paint removers and chemical cleaning solutions from coming into contact with people, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact.
2.7.0 Cleaning General - Appearance Standard: Cleaned
surfaces are to have a uniform appearance as viewed from 20 feet (6 m)] away. Proceed with cleaning in an orderly manner; work from top to bottom and from one end of each elevation to the other. Ensure that dirty residues and rinse water do not wash over dry, cleaned surfaces. Use spray equipment that provides controlled application at volume and pressure indicated, measured at nozzle.
Adjust pressure and volume to ensure that cleaning methods do not damage surfaces, including joints.
2.8.0 Preliminary Cleaning - Before beginning general
cleaning, remove extraneous substances that are resistant to planned cleaning methods. Extraneous substances include paint, calking, asphalt, and tar.
2.9.0 Cleaning Masonry & Concrete - Detergent Cleaning:
Wet surface with hot water applied by low-pressure spray. Scrub surface with detergent solution using medium-soft brushes until soil is thoroughly dislodged and can be removed by rinsing. Use small brushes to remove soil from mortar joints and crevices. Dip brush in solution often to ensure that adequate fresh detergent is used and that surface remains wet. Rinse with hot water applied by medium-pressure spray to remove detergent solution and soil. Repeat cleaning procedure above where required to produce cleaning effect
3.0.0 Joint Sealants
3.1.0 Summary – Repair and/or replacement of deteriorated
exterior weather sealants at vents, grilles, louvers, parapets, facias, curbs, expansion joints and various r roof and wall penetrations.
3.2.0 Preinstallation Meeting – GC top identify and prepare
sample repair for minimum of 2 linear feet or occurrence at representative ‘deteriorated’ joint for onsite inspection prior to proceeding with the work.
3.3.0 General - Provide joint sealants, backings, and other
related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.
3.3.1 Color – Match existing subject to review and approval
by Architect.
3.4.0 Silicone - S, NS, 100/50, NT: Nonstaining, single-
component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT.
3.5.0 Joint Sealant Backing - Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.
3.5.1 Cylindrical Sealant Backings: ASTM C1330 as
approved in writing by joint-sealant manufacturer for joint application indicated], and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance
3.5.2 Bond-Breaker Tape: Polyethylene tape or other plastic
tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint.
Provide self-adhesive tape where applicable.
3.6.0 Miscellaneous Materials -
3.6.1 Primer: Material recommended by joint-sealant
manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests
3.6.2 Cleaners for Nonporous Surfaces: Chemical cleaners
acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates
3.6.3 Masking Tape: Nonstaining, nonabsorbent material
compatible with joint sealants and surfaces adjacent to joints.
3.7.0 Surface Cleaning of Joints: Clean out joints
immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements
3.7.1 Remove all foreign material from joint substrates that
could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
3.7.2 Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates including Concrete & Masonry. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.
3.8.0 Installation - Comply with joint-sealant manufacturer's written installation instructions for products and applications. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. Clean off excess sealant.
4.0.0 Elastomeric Sheet Waterproofing
4.1.0 Existing Installation - The existing roof is a Firestone
Platinum EPDM system installed in 2022 with a 30 year manufacturer's warranty as follows:
Project No: 4380575 Start Date: 05/16/2023 Building Identification: MERIDEN PUBLIC LIBRARY Store No.: NA Building Address: 105 Miller St, Meriden, CT 06450 Building Owner: CITY OF MERIDEN Installing Contractor: Premier Building Associates,LLC Warranty No: 700440164 ELEVATE (Warranty Provider) 26 Century Blvd., Suite 205, Nashville, TN 37214 800-428-4442 www.holcimelevate.com
4.2.0 Subcontractor Qualifications - The roofing contractor
shall be certified as a Firestone designated and trained system installer.
4.3.0 Installation - The roofing trade subcontractor is to
inspect the entire roof all levels and effect repairs, consistent with the warranty, where and if required.
4.4.0 Additional (New) Work - Where indicated, the
contractor shall install new EPDM membrance and flashings consistent with the manufacturer's standards and warranty and compatible with the installed warrantied roof system.
D ra w in g N u m b e r:
J o b
S c a le
D ra w n
C h e c k e d
D a te
R e vi s e d
N o rt h A rr o w
S ta m p
D ra w in g
T it le
P re p a re d B y:
O 'R io rd a n
M ig a n i A rc h it e c ts
L L
C
B a n k S tr e e t, S e ym o u r, C o n n e c ti c u t
A rc h it e c tu re P la n n in g
U rb a n D e s ig n
P
.8
.7
F
.8
.8
/8
A001
-1
-2
W o rk S c o p e
S p e c if ic a ti o n s
M ill e r
S tr e e t, M e ri d e n
C
T
.1
M J
J C
M M e ri d e n P u b lic
L ib ra
LEVEL 1 ROOF
LEVEL 1.5 ROOF
LEVEL 2 ROOF
MECHANICAL
PENTHOUSE
COOLING
TOWER WELL
TO LEVEL 1
LEVEL 1.25 ROOF
GENERAL NOTE:
DRAWING IS DIAGRAMATIC AND DOES NOT SHOW ALL
EQUIPMENT, DRAINS, SKYLIGHTS ETC. INSTALLED ON THE
EXISTING BUILDING. THE PURPOSE OF THIS PROJECT IS TO
INSPECT, IDENTIFY AND REPAIR EXISTING CONDITIONS
WHICH MAY BE CAUSING OR ALLOWING WATER TO LEAK
INTO THE BUILDING.
GENERAL SCOPE OF WORK
A. STAGE (ACCESS) & INSPECT & REPAIR ENTIRE ROOF FASCIA
/ FLASHING / DRIP EDGE ENTIRE ROOF PERIMETER ALL
LEVELS INCLUDING MECHANICAL PENTHOUSE.
B. ACCESS & INSPECT ENTIRE EPDM ROOF ALL LEVELS. CAULK,
PATCH, RESEAM WHERE, IF AND AS REQUIRED.
C. INSPECT FLAT MEMBRANE SURFACES FOR GRAVEL STONE
TRAPPED UNDER MEMBRANE. CUT OUT, REMOVE STONE,
PATCH & REPAIR MEMBRANE WHEREVER STONE IS
GREATER THAN 3/8" TO 1/2" IN SIZE.
D. INSPECT ALL ROOF DRAINS AND SCUPPERS TO CONFIRM IN
INTEGRITY OF SEAMS, WELDS AND PATCHES. REPAIR
WHERE AND IF AS REQUIRED
E. INSPECT, CLEAN AND SEAL ALL EXTERIOR CONCRETE AND
MASONRY (BRICK) ON THE BUILDING EXTERIOR.
DRAWING NOTES
1. INSTALL EPDM MEMBRANE OVER EXPOSED PARAPET CMU
EXTENDING UP FROM BREAKER BAR 8" ABOVE ROOF TO
UNDERSIDE OF METAL WALL CAP ENTIRE PERMITER OF
MECHANICAL PENTHOUJSE. COMPLY / MEET EXISTING
FIRESTONE EPDM 30 YEAR WARRANTY REQUIREMENTS.
D ra w in g N u m b e r:
J o b
S c a le
D ra w n
C h e c k e d
D a te
R e vi s e d
N o rt h A rr o w
S ta m p
D ra w in g
T it le
P re p a re d B y:
O 'R io rd a n
M ig a n i A rc h it e c ts
L L
C
B a n k S tr e e t, S e ym o u r, C o n n e c ti c u t
A rc h it e c tu re P la n n in g
U rb a n D e s ig n
P
.8
.7
F
.8
.8
/6
A101
-1
-2
W o rk S c o p e
R e fe re n c e
P la n
M ill e r
S tr e e t, M e ri d e n
C
T
.1
M J
J C
M M e ri d e n P u b lic
L ib
6 7 8
LEVEL 1 ROOF
LEVEL 1.5 ROOF
LEVEL 2 ROOF
LEVEL 3 ROOF
COOLING
TOWER WELL
TO LEVEL 1
LEVEL 1.25 ROOF
D ra w in g N u m b e r:
J o b
S c a le
D ra w n
C h e c k e d
D a te
R e vi s e d
N o rt h A rr o w
S ta m p
D ra w in g
T it le
P re p a re d B y:
O 'R io rd a n
M ig a n i A rc h it e c ts
L L
C
B a n…
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