SOW TANK REPAIR .pdf

Statement Of Work

Relining/Repair of 10,000 Gallon SeaWater Tank

Northeast Fisheries Science Center Milford Laboratory

212 Rogers Avenue, Milford, CT

DESCRIPTION

A. The Northeast Fisheries Science Center (NEFSC) is located at 212 Rogers Ave, Milford CT 06460-6499.

B. The National Marine Fisheries Service (NMFS), a part of the National Oceanic and Atmospheric

Administration (NOAA) of the Department of Commerce (DOC), is a governmental agency charged with the mission of stewardship for living marine resources.

C. The Contractor shall be fully knowledgeable of all requirements of the contract documents and shall make themselves aware of all job site conditions that will affect their work.

D. The Contractor shall verify all dimensions and equipment prior to submitting bid quotation.

E. The Contractor shall ensure that all proper PPE equipment is provided and all safety requirements are adhered to as the 10,000 gallon tank is considered confined space.

F. The Contractor shall Prep and reline existing 10,000 gallon seawater tank fiberglass walls, flooring and piping with ANSI/NSF-61Certified EPOXYTEC CPP Sprayliner-61 or (approved equivalent). As specified by the manufacturer.

G. The contractor shall furnish and install all necessary protective barriers/sheeting, hardware, materials and services to ensure proper application as stated in the contract documents.

H. Appendix #1 - Professional Organizations I. Appendix #2 - Acronyms J. Appendix #3 - 10,000 gallon seawater tank photos

K. On Site Location

L. Project Location

PRE-BID SITE VISIT

It is recommended that a site visit be conducted prior to submitting a quote in order to view site conditions, verify locations, verify measurements, and equipment. Contact the COR to schedule a site visit between the hours of 9:00 AM– 3:00 PM, Monday through Friday. Please plan to coordinate site visits at least two (2) working days in advance of intended site visit.

GENERAL

A. The Contractor shall comply with all applicable codes and other published instructions for the installation of specified products, and installation requirements per the contract documents.

B. The Contractor shall have at a minimum 10 years of verifiable experience installing and repairing water tanks.

C. The Contractor shall provide certified/licensed technicians for the proper application of and repair of a 13 ft diameter x 10 ft deep, 10,000 gallon seawater tank.

D. The Contractor shall follow all applicable codes for the State of Connecticut.

E. The Contractor is responsible for his/her own security arrangements including sub Contractor’s materials, tools, equipment, and personnel.

F. Work in Progress: The Contractor shall be responsible for the protection and safe keeping of all work in progress prior to final acceptance by the Government.

G. All methods, materials and workmanship provided by the Contractor under this contract shall be performed in accordance with professional industry standards, manufacturer's specifications and shall comply with applicable codes for construction. Field measurements are the responsibility of the Contractor.

H. Professional agencies, associations, councils, institutes, codes, and standards as required or referenced by law, statue or manufactures recommendation including those listed in Appendix #1 are part of the contract requirements.

I. All permits and fees are the responsibility of the Contractor.

SPECIFIC TASKS

A. The Contractor shall provide certified/licensed technicians for the relining/repair of the existing 10,000 gallon seawater tank.

B. The Contractor shall prep, sand, patch, power wash, buff the fiberglass lining on the walls and flooring of the existing seawater tank for application of new lining per manufacturer recommendations.

C. The Contractor shall apply 250 mils (1/4 inch) of new ANSI/NSF-61Certified EPOXYTEC CPP Sprayliner-61 or

(approved equivalent) fiberglass/epoxy lining to the 10,000 gallon seawater tank that is suitable for marine life.

D. The Contractor shall apply new fiberglass/epoxy lining to the first twelve inches of the inside walls of three four inch PVC pipes. 2 supply lines, 1 drain line. Piping cannot be removed during application.

E. The Contractor shall ensure there are no leaks present after installation is complete.

F. The Contractor shall provide all labor and materials for the removal of debris from location. All debris shall be properly disposed of.

G. The Contractor shall Supply all ancillary equipment, materials not specifically referenced required to complete the work H. The Contractor shall properly protect the work area to ensure there is no contamination/ overspray to other areas of the facility.

ACCESS TO WORK SITE

A. All persons employed within the boundaries of the property or restricted-access areas therein, and all persons permitted to enter such property and areas shall comply with the security regulations for the NEFSC Milford Laboratory.

B. The Government reserves the right to close down the job site and order Contractor personnel off the premises in the event of a national emergency or a shut-down, for as long as security problems persist. The Contractor may only return to the site with verbal approval from the COR.

C. The Government reserves the right to exclude or remove from the site or building any employee of the Contractor or a sub-Contractor whom the Government deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the work is deemed by the Government to be contrary to the public interest.

FINAL ACCEPTANCE AND INSPECTIONS

A. Inspection of work to be performed by the NEFSC Facilities Operations Manager -COR. Any corrective action required because of the inspection will be accomplished prior to final billing.

B. The Contractor may be notified of deficiencies in performance in writing by the COR. Oral deficiency notifications will be confirmed in writing. The Contractor shall take prompt corrective action upon notice of deficiency.

C. The Contractor shall advise the Government when all work is completed. The Government will not accept the work until it determines that all work has been satisfactorily completed within the terms of the contract.

EXISTING CONDITIONS

If discrepancies are discovered between the existing conditions and those noted on the SOW/drawings, immediately notify the COR. Upon receipt of Bidding Documents, verify documents are complete. Notify COR if documents are incomplete. Immediately notify GPC/COR upon finding discrepancies or omissions in Bidding Documents.

JOB SITE PROTECTIONS

A. It shall be the responsibility of the Contractor to protect the property of others as well as his/her own property, and to repair or replace any property damaged by the Contractor in fulfilling this project. The Contractor shall keep the area clean and upon completion of the project, the Contractor shall clean up the work area and remove all debris from the job site in a timely and legally acceptable manner so as not to detract from the aesthetics or the functions of the building. Government dumpsters will not be available for Contractor use.

The Contractor shall repair or be responsible for costs to repair all property damaged during the performance of work.

B. The Contractor shall take precautions to prevent the spread of dust, moisture and debris. The Contractor shall provide labor and materials to construct, maintain and remove necessary temporary enclosures to prevent dust or debris in the construction area(s) from entering the remainder of the building.

C. All work shall comply with applicable Federal, State and Local regulations.

D. Protect against fire and flame spread. Maintain proper and adequate fire extinguishers within fifty (50) feet of any open flames and welding. If any heated or flamed application is utilized a 15 lb or larger fire extinguisher shall be within 25’ reach or closer at all times. Contractor to supply two 15 lb or larger fire extinguishers to the job site.

PERIOD OF PERFORMANCE

A. The actual start date shall be coordinated with the COR.

B. Upon notice to proceed (NTP), the Contractor shall be required to complete work within 10 work days after receipt of NTP.

SUBMITTALS

The Contractor shall submit the following:

● Schedule (3 days after NTP) Manufacturer's cut sheets.

● Safety Data Sheets (SDS) (3 days after NTP).

● Safety Plan (3 days after NTP).

DELIVERY, STORAGE, HANDLING, AND PROTECTION

A. Deliver materials to the job site in the manufacturer’s original, unopened containers or wrappings with the manufacturer’s name, brand name and installation instructions intact and legible. Deliver in sufficient quantity to permit work to continue without interruption.

B. Comply with the manufacturer’s written instructions for proper material storage.

C. Any damaged materials shall be removed and replaced at the Contractor’s expense.

D. Care shall be taken to provide protection of surrounding structures, hallways and buildings structures.

GOVERNMENT POINT OF CONTACT

Ron Guilmette COR (Contracting Officer's Representative) 401-782-3291 Email: ron.guilmette@noaa.gov

Domenick Capomolla POC (Point Of Contact) for site visit.

203-627-0994 Email: domenick.capomolla@noaa.gov

QUALITY CONTROL

A. The Contractor shall submit manufacture cut sheets and other specification literature for all materials to be installed for the COR approval.

B. All work described in the Statement of Work shall comply with the manufacturers installation guidelines.

C. The Contractor shall furnish all labor, materials, tools, transportation, services and supplies as stated in this requirement.

D. Work shall be completed in accordance with construction industry standards and codes.

E. The Contractor shall supply the COR with the onsite supervisor contact information and any other key personnel.

WARRANTY

The Contractor shall provide a written 20 year warranty for service including labor and materials from the date of government acceptance with no dollar limitation. Including but not limited to all manufacturers warranties.

USE OF THE PREMISES

Before beginning work, the Contractor shall secure approval from the COR for the following:

A. Contact the COR for parking information and facility access.

B. Access to the site.

C. Areas permitted for storage of materials and debris.

D. Security: Obey the government’s requirements for personnel identification, inspection and other security measures.

E. Use of facility restrooms is not provided. The Contractor shall provide a portable restroom.

F. The NEFSC is a smoke free campus. The Contractor and its employees shall adhere to all applicable rules and regulations regarding maintenance of a smoke free environment on the job site.

mailto:ron.guilmette@noaa.gov

G. Use of Government facilities

1. Water and electricity for construction purposes are available at the work site.

2. Toilet facilities shall be provided by the Contractor. Location of temporary facilities shall be coordinated with the owner's representative or the COR.

3. Contractor shall provide storage for tools and materials. The Government is not responsible for providing storage or security of materials, tools, or equipment.

H. The premises will be occupied during the performance of the work. Contractor to coordinate work with the

COR to accommodate the work schedule, continuing access and completion date.

I. Working hours shall be 7:30 AM – 4:00 PM (M-F). Contractor shall observe all federal holidays.

WORKMANSHIP

All work shall be of highest quality and in strict accordance with the manufacturer’s published specifications and to the building owner’s satisfaction, most recent codes and standards.

QUALITY ASSURANCE

A. Unless otherwise noted in the contract documents, Contractor shall comply with the manufacturer’s current specifications and details.

B. The Contractor shall provide an adequate number of experienced workers regularly engaged in this type of work who are skilled in the application techniques of the materials specified.

C. There shall be a site superintendent on the job site at all times while work is in progress. The site superintendent must be an employee of the general Contractor and on the site all times during the course of any ongoing work.

D. There shall be no deviations made from this specification or the approved shop drawings (if any) without the prior written approval of the COR. Any deviation from the manufacturer’s installation procedures must be supported by a written certification on the manufacturer’s letterhead and presented to the COR for consideration.

E. All substitution requests for products, equipment, materials and methods described within the contract documents shall be submitted to the COR. Substitution requests are not permitted prior to the Notice to Proceed. Substitute products will be considered when the request is submitted in writing to the COR. The COR will have seven (7) working days to approve/disapprove substitution requests. Substitution requests shall not result in schedule extensions.

FACILITIES AND CONTROLS

A. The Contractor shall remove and dispose of all debris and trash from the job site in a timely and legally acceptable manner so as to not detract from the aesthetics or the functions of the building.

B. Contractor shall comply with all applicable Federal, State, and local laws and regulations concerning environmental pollution prevention control and waste disposal.

C. Contractor shall immediately inform the COR of any environmentally hazardous situations that may arise as well as contact required regulatory agencies.

D. Perform daily clean up to collect all wrappings, empty containers, paper, and other debris from the project site.

Upon completion, all debris must be disposed of in a legally acceptable manner. The Contractor shall ensure that the project area and areas adjacent to the project area are maintained in a clean and safe condition.

E. Overspray protection as required. Clean and remove any overspray on walls, equipment, doors, floors and other permanent structures.

SAFETY

A. The Contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable OSHA, NEC, NFPA, and EPA, local, state and federal requirements. Safety shall be the responsibility of the general Contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility’s occupants including staff, visitors, customers and the occurrence of the public on or near the site.

B. The Contractor shall comply with the requirements of 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General Industry and Health Standards, and Health Administration (OSHA) General Industry and Health Standards and 29 CFR, part 1926 Construction Standards. The Contractor shall promptly correct any non-complying work or conditions. Contractor shall be responsible to ensure its work does not affect the safety of the public or employees of the Government. Neither the Government nor its representatives shall bear any responsibility for safety precautions at the project work site. If, however, in the opinion of the COR a life-threatening condition exists, the COR will orally (to be confirmed in writing) require the Contractor to immediately suspend work in the affected area until the condition is corrected. Whenever Contractor’s operations may create a hazardous condition, it shall at its sole expense, furnish, install and maintain such guards, fences, barricades, railing, light, signs, or other devices necessary to prevent accident, injury or damage to people or equipment.

C. Safety plan to include but not limited, debris, cleanup, workplace safety methods, emergency procedures all other requirements required by OSHA. The Safety Plan must be available on site at all times and must be reviewed with all sub-Contractors working under this contract for the duration of the contract project.

D. It is the Contractor’s responsibility to ensure all employees; sub-Contractors, vendors, and other company representatives adhere to all safety rules, regulations, policies and practices.

E. Contractor shall observe lock/out tag/out regulations and as required by OSHA.

F. The Contractor shall keep the project site in a neat and orderly condition at all times.

G. The Contractor shall keep the project area properly ventilated at all times.

JOB CONDITIONS, CAUTIONS AND WARNINGS

A. Safety Data Sheets (SDS) must be on location at all times during the transportation, storage and application of materials. A separate set shall be given to the COR fifteen (15) days prior to starting of the work.

B. The Contractor shall not cause or permit any hazardous material to be brought upon, kept or used in or about the premises by its agents, employees, or subcontractors without the prior consent of the COR. Hazardous materials that are necessary to the performance of this contract shall be used, kept and stored in a manner that complies with all laws regulating any such hazardous material brought upon or used or kept at this site.

Contractor shall provide Safety Data Sheets to the COR for any hazardous materials used in the performance of this contract.

C. As used herein, the term “Hazardous Material” means any hazardous or toxic substance, material, or waste, including but not limited to, those substances, materials, and wastes listed in the Department of Transportation Hazardous Material Table (49 CFR 172.101) or by the Environmental Protection Agency as hazardous substances (40 CFR Part 68.130) and amendments thereto, petroleum products, or such other substances, material, and wastes that are or become regulated under any applicable local, state, or Federal law.

PERSONNEL

A. The Contractor shall provide proof that all on-site employees are US citizens or legal aliens.

B. The Contractor shall not employ personnel with felony convictions, or with a record of narcotics use, for work at the Milford Laboratory.

C. The Contractor is responsible for completing a security investigation on all employees working at the Milford

Laboratory in connection with this contract.

COVID19

A. Contractor shall ensure to follow all reporting, contact tracing, PPE, requirements and abiding by the latest

CDC guidelines and Milford Facility requirements.

B. All on site personnel shall be required to complete the NEFSC COVID19 building access from 5 working days prior to being on site.

APPENDIX 1

PROFESSIONAL AGENCIES, ASSOCIATIONS, CODES, COUNCILS,

INSTITUTES, AND STANDARDS

Air-Condition and Refrigeration Institute ARI Air Movement and Control Association International , Inc AMCA American Bearing Manufacturers Association ABMA American Concrete Institute ACI American Ladder Institute ALI American Institute of Steel Construction AISC American National Standards Institute ANSI American Plywood Association APA American Society of Civil Engineers ASCE American Society for Testing and Materials ASTM American Society of Mechanical Engineers ASME American Welding Society AWS American Wood Preserve Bureau AWPB American Wood Protection Association AWPA Building Officials and Code Administrators BOCA California Roof Rating Council CRRC Clean Air Act CAA Clean Water Act CWA Chain Link Fence Manufacturing Institute CLFMI Code of Federal Regulation CFR Concrete Reinforcing Steel Institute CRSI Construction Specification Institute CSI Department of Environmental Protection DEP Electronic Industries Alliance EIA Environmental Protection Agency EPA Gypsum Association GA International Organization for Standardization ISO Institute of Electrical and Electronic Engineers IEEE Leadership in Energy and Environmental Design LEED Metal Lath/Steel Framing Association ML/SFA National Asphalt Pavement Association NAPA National Association of Corrosion Engineers NACE National Electric Code NEC National Fire Protection Association NFPA National Institute of Standards and Technology NIST National Sanitation Foundation NSF National Society of Professional Engineers NSPE Occupational Safety and Health Act OSHA National Electrical Manufacturers Association NEMA Plastic Pipe Institute PPI Portland Cement Association PCA Precast/Prestressed Concrete Institute PCI Resource Conservation and Recovery Act RCRA Steel Door Institute SDI Telecommunication Industry Association TIA Uniform Construction Code UCC

Underwriters Laboratories UL United States Army Corps of Engineers USACE United States Coast Guard USCG United States Green Building Council USGBC Western Wood Products Association WWPA Western Wood Preservation Institute WWPI

APPENDIX 2 ACRONYMS

Air-Condition and Refrigeration Institute ARI Air Movement and Control Association International , Inc AMCA American Bearing Manufacturers Association ABMA American Concrete Institute ACI Asbestos Containing Material ACM American Institute of Steel Construction AISC American National Standards Institute ANSI American Plywood Association APA American Society of Civil Engineers ASCE American Wood Preserve Bureau AWPB American Wood Protection Association AWPA Above ground Storage Tank AST American Society for Testing and Materials ASTM American Society of Mechanical Engineers ASME American Welding Society AWS Best Management Practices BMP Building Officials and Code Administrators BOCA California Roof Rating Council CRRC Clean Air Act CAA Clean Water Act CWA Chain Link Fence Manufacturing Institute CLFMI Chromated Copper Arsenate CCA Cubic Feet per Minute CFM Code of Federal Regulation CFR Concrete Masonry Unit CMU Concrete Conc Contracting Officer CO Contracting Officer's Representative COR Contracting Officer's Technical Representative COTR Demarcation point DEMARC Demolition Demo Department of Environmental Protection DEP Drawing Dwg Ethylene Propylene Diene Monomer EPDM Electronic Industries Alliance EIA Elevation Elev Encased Burial EB Environmental Protection Agency EPA Feet Ft Factory Mutual FM Finish Floor FF Fire Rated FR Fiberglass Reinforced Product FRP Gauge Ga General Contractor GC Gallons per Minute GPM Gypsum GYP Gypsum Association GA

International Organization for Standardization ISO Inch In Information Technology IT Institute of Electrical and Electronic Engineers IEEE Leadership in Energy and Environmental Design LEED Linear Feet LF Maximum MAX Metal Lath/Steel Framing Association ML/SFA Mean High Water MHW Mean Low Water MLW Mile Per Hour MPH Material Safety Data Sheets MSDS National Electric Code NEC National Fire Protection Association NFPA National Institute of Standards and Technology NIST National Sanitation Foundation NSF Notice To Proceed NTP Not To Scale NTS On Center OC Ounce OZ Outside Diameter OD Occupational Safety and Health Act OSHA No Added Urea Formaldehyde NAUF National Electrical Manufacturers Association NEMA Not To Scale NTS Parts Per Billion PPB Parts Per Million PPM Pounds lbs Pounds per Square Inch PSI Polyvinyl Chloride PVC Professional Engineer PE Programmable Logic Controllers PLC Resource Conservation and Recovery Act RCRA Schedule Sch Steel Door Institute SDI Square Feet SF Statement Of Work SOW Solar Reflectance Index SRI Sound Transmission Class STC Square Sq Telecommunication Industry Association TIA Thick Thk Typical Typ Uniform Construction Code UCC Underwriters Laboratories UL United States Army Corps of Engineers USACE United States Coast Guard USCG United States Green Building Council USGBC Veneered Faced Panel Products HPVA Underground Storage Tank UST Vinyl Asbestos Floor Tile VAT Volatile Organic Carbon VOC Welded Wire Fabric WWF Western Wood Products Association WWPA

APPENDIX 3

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