Attch 1 - SOW - Woods Hole Patio Area Drainage-5 Aug 25.pdf

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Attached to
Woods Hole Patio Area Drainage Project Federal contract opportunity
Solicitation number
1305M325Q0218
Issued by
Department of Commerce National Oceanic and Atmospheric Administration

About this file

This Statement of Work (SOW) details a drainage system project for the Northeast Fisheries Science Center (NEFSC) Woods Hole Laboratory located at 166 Water Street in Woods Hole, Massachusetts. The project involves installing a comprehensive drainage system to prevent erosion of the patio area, which includes core drilling, installing a trench drain, two catch basins, drain piping, excavation and stone base, backfilling, removal and reinstallation of flagstone pavers, and landscape repair. The contractor will be responsible for all equipment, materials, permits, testing, and fees, with a project timeline of 45-60 days after the Notice to Proceed. The work must comply with industry best practices and local, state, and federal regulations, with the final deliverable being a functioning drainage system that successfully prevents water erosion in the patio area.

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Other files attached to Woods Hole Patio Area Drainage Project, newest first.
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RFI Tracker-1305M325Q0218-Woods Hole Patio Drainage-21 Aug 25.pdf PDF
Sol_1305M325Q0218_Amd_0001.pdf PDF
RFQ - 1305M325Q0218 - Woods Hole Patio Area Drainage.pdf PDF
Attch 2 - DBA Wage Rates - MA20250008.pdf PDF

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Statement of Work for

Patio Area Drainage Project at the Northeast Fisheries Science Center Woods Hole Laboratory

August 6, 2025

DESCRIPTION

A. The Northeast Fisheries Science Center (NEFSC) Woods Hole Laboratory is located at 166 Water Street Woods Hole, MA 02543.

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. The contractor shall verify all dimensions prior to submitting a quote.

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

E. This project involves installing a drainage system to prevent erosion of the Woods Hole patio area.

The final product shall include core drilling, installing trench drain, (2) catch basins, drain piping, excavation and stone base, backfilling, removal, cutting and reinstallation of flagstone pavers, and repairing affected landscape.

F. All equipment, equipment rentals, material, manpower, permits, testing, and fees shall be the responsibility of the contractor.

SCOPE OF WORK

A. Pre-Work and Permit Application

● The contractor shall be fully knowledgeable of all contract requirements.

● Contractor shall at all times ensure work is accomplished in accordance with the terms and conditions of the contract in a safe and professional manner. Contractor is responsible for damage to any Government equipment, supplies, or facilities caused by Contractor personnel.

● The contractor shall ensure all required skill sets are obtained and maintained for performance under this contract.

● The contractor shall obtain NOAA/NMFS design approval in writing prior to project commencement.

● Quality Control is the responsibility of the Contractor . The Contractor is responsible for all incidental repairs.

● All supplies, materials, and equipment for this project will be prior approved by the Technical Point of Contact (TPOC).

B. Construction

● Contractor shall install drainage system per drawing.

● Contractor shall core drill seawall granite for (1) 4” drain.

● Contractor shall install 30-36 linear feet of trench drain and (2) catch basin drains.

● Contractor shall install drain piping in ground connecting catch basins, trench drain and drain through seawall.

● Contractor shall excavate and install stone base under trench drain and catch basin locations.

● Contractor shall backfill and regrade all affected areas.

● Contractor shall remove, cut, and reinstall affected flagstone pavers.

● Contractor shall repair all affected landscapes to include sod.

● Contractor shall test and commission all installed plumbing proving drainage function.

TPOC will approve test.

1. Deliverables

● An Installed functioning drainage system for the Patio Area at the Woods Hole Laboratory.

● All material and supplies documents/specifications sheets delivered to TPOC. To include landscape material origins.

2. Timeline The project will be completed within 45-60 days after the Notice to Proceed.

3. Performance Standards

● All work must be performed in accordance with industry best practices and comply with local, state, and federal regulations.

● The final product will prevent erosion of the Woods Hole patio area and successfully drain water.

4. Responsibilities of the Contractor

● Provide all necessary labor, materials, tools, and equipment to complete the project.

● Maintain open communication with the owner throughout the duration of the project, addressing any issues or concerns promptly.

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 Woods Hole 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 shutdown, for as long as security problems persist. The Contractor may only return to the site with verbal approval from the TPOC.

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 -TPOC. 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 TPOC. 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 Contracting Officer.

PERIOD OF PERFORMANCE

The actual start date shall be coordinated with the TPOC and the Contracting Officer after award of contract.

SUBMITTALS

The Contractor shall submit the following:

● Schedule (5 days after NTP)

● Material List/Manufactures cut sheets (5 days after NTP).

● Safety Data Sheets (SDS) (10 days after NTP)

● Safety Plan (5 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 Contractors expense.

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

QUALITY CONTROL

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

B. All work described in the Statement of Work shall comply with the manufacturer’s 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 the construction industry standards and codes.

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

USE OF THE PREMISES

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

A. Contact the TPOC 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. 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.

F. Use of Government facilities

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

2. The Contractor shall provide toilet facilities. Location of temporary facilities shall be coordinated with the TPOC.

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

G. The premises will be occupied during the performance of the work. Contractor to coordinate work with the TPOC to accommodate the work schedule, continuing access and completion date.

H. Working hours shall be 7:00 AM – 3:30 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 TPOC. Any deviation from the manufacturer’s installation procedures must be supported by a written certification on the manufacturer’s letterhead and presented to the TPOC for consideration.

E. All substitution requests for products, equipment, materials and methods described within the contract documents shall be submitted to the TPOC. 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 TPOC. The TPOC will have seven (7) working days to approve/disapprove substitution request. Substitution requests shall not result in schedule extensions.

https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview

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 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 TPOC 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.

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 Porrect 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 TPOC a life-threatening condition exists, the TPOC 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. Five days prior to start of work, Contractor shall submit a safety plan. To include but not limited, open flames, welding, debris, cleanup, work place safety methods, and emergency procedures. 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, venders, and other company representative 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.

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 TPOC 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 sub-Contractors without the prior consent of the TPOC. 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 TPOC 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 (40CFR 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.

D. Site condition in and around the boiler is limited. Working space between boilers, walls and ceilings is limited.

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 Manufactures 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 DesignLEED Metal Lath/Steel Framing Association ML/SFA National Asphalt Pavement Association NAPA National Association of TPOCrosion 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 Electric Manufactures Association NEMA Plastic Pipe Institute PPI Portland Cement Association PCA Precast/Restressed Concrete Institute PCI Resource Conservation and Recovery Act RCRA Steel Door Institute SDI Telecommunication Industry Association TIA Uniform Construction CodeUCC 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 Manufactures 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 Chromatid Copper Arsenate CCA Cubic Feet per Minute CFM Code of Federal Regulation CFR Concrete Masonry Unit CMU Concrete Conc Contracting Officer CO Contracting Officers Representative TPOC Contracting Officers 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 DesignLEED 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 Electric Manufactures 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 CodeUCC 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 TankUST Vinyl Asbestos Floor Tile VAT Volatile Organic Carbon VOC Welded Wire Fabric WWF Western Wood Products Association WWPA

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