A04_-_FINAL_Lamar_Gen_Lab_D-B_Statement_of_Work_1.pdf

ATTACHMENT 1

NORTHEAST FISHERIES CENTER

Genetics Laboratory Building Design-Build Statement of Work Clinton County, Pennsylvania

Asset #s 10079195

United States Fish and Wildlife Service Budget & Infrastructure Management Division 300 Westgate Center Drive Hadley, MA 01035

STATEMENT OF WORK

For Design and Build Northeast Fisheries Center

Genetics Laboratory Building Washington Ave., Lamar, PA 16848

June 2023

TABLE OF CONTENTS

PART 1: GENERAL

1.1 SERVICES & SCOPE

1.2 CONTRACTOR RESPONSIBILITY

1.3 CURRENT DESIGN LEVEL

1.4 BUDGET PARAMETERS

1.5 CONSTRUCTION SITE

1.6 GREEN BUILDING CONSIDERATIONS

1.7 PERIOD OF PERFORMANCE

1.8 PROJECT MANAGER

1.9 GOVERNMENT FURNISHED INFORMATION

1.10 CONTRACTOR SUBMITTAL REQUIREMENTS

1.11 DEFINITIONS

PART 2: DESIGN SERVICES

2.1 DESIGN SERVICES SCOPE

2.2 CODES AND STANDARDS

2.3 DRAWING STANDARDS

2.4 STATE REGISTRATION OF DESIGN ARCHITECTS AND ENGINEERS

2.5 SPECIFICATION STANDARDS

2.6 PERMIT RESPONSIBILITY

2.7 DESIGN SCHEDULE AND REVIEW MEETINGS

2.8 PAYMENT FOR DESIGN SERVICES

PART 3: CONSTRUCTION SERVICES

3.1 GENERAL

3.2 PAYMENT PROCEDURES

3.3 PROJECT SAFETY

3.4 WORK HOURS

3.5 PROTECTIONS

3.6 CLOSEOUT PROCEDURES

3.7 CLOSEOUT DOCUMENTS

PART 4: GOVERNMENT RESPONSIBILITIES

4.1 DUTY TO COOPERATE

PART 5: ARCHITECTURAL PROGRAM

5.1 SUMMARY AND REFERENCE DOCUMENTS

5.2 LABORATORY ROOMS, AND PREP ROOM

5.3 OPEN OFFICE SPACES, CORRIDOR, OFFICES, AND OFFICE

STORAGE/PRINTERS

5.4 IT CLOSET

5.5 ELECTRICAL ROOM

5.6 STORAGE/FREEZER ROOM

5.7 TOILET ROOM

5.8 MATERIALS AND ARCHITECTURAL FEATURES

5.9 SITE FEATURES

5.10 WATER SUPPLY

5.11 SEWER

5.12 ELECTRICAL SERVICE

5.13 GAS SERVICE

5.14 DATA/INTERNET

5.15 SECURITY REQUIREMENTS

PART 6: MECHANICAL, PLUMBING, AND ELECTRICAL PROGRAMS

6.1 HVAC SYSTEMS

6.2 PLUMBING SYSTEMS

6.3 ELECTRICAL SYSTEMS

PART 7: SCHEDULE

7.1 DESIGN SCHEDULE

7.2 CONSTRUCTION SCHEDULE

PART 1: GENERAL

1.1 SERVICES AND SCOPE: The services required will include all the design and preparation of construction plans and specifications, and construction of the new Genetics Laboratory across the street from the existing Genetics Laboratory building at Northeast Fisheries Center.

The new Genetics Laboratory – approximate 4,300 SF - shall be fully accessible and shall be configured to include a covered front entry porch, an entrance vestibule/receiving space, office storage, and printers’ room, open office spaces, two private offices, kitchenette, staff restroom, information technology (IT) closet, prep room, two laboratory rooms, storage/freezer room, electrical room, and a mechanical equipment room which will be located on a second floor. Site work includes new foundation, landscaping, parking lot, sidewalks, driveway, sewar connection, and all required utility work.

The building architectural layout and exterior elevations shall be designed to harmonize with the local architectural vernacular. The building orientation and windows will highlight the viewscape. Use of low maintenance, durable exterior materials is a priority. All design and engineering services, including Architectural, Mechanical, Electrical, Plumbing, Fire Protection, Structural, Civil, Landscaping, Security, Telecommunications, Surveying, and Geotechnical. Site work includes new foundation, landscaping, sidewalks, parking lot, site drainage, sewer connection, and all required utility work.

Ten parking spaces spacing including one van accessible space, entrance drives, utilities, and infrastructure shall be provided to accommodate these functions.

Facilities shall accommodate 7 staff including permanent, seasonal, and volunteers.

All design and construction shall be done in accordance with Congressional appropriations, client needs, all applicable codes, regulations, and standards.

1.1.1 A Conceptual floor is attached, which describe the general intent and desired components, functions, and adjacencies. Modifications in the Contractor's proposal and during the design phase that are deemed to enhance the overall buildings and site development and/or result in improvements to aesthetics, functionality or construction and cost, will be considered by the government.

1.1.2 Design and materials shall be of high quality, durable, and easily maintained.

1.2 CONTRACTOR RESPONSIBILITY: The contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based.

1.3 CURRENT DESIGN LEVEL: The current design level has been developed to approximately 1% completion consisting of the attached conceptual floor plan and the requirements set forth in this SOW.

1.4 BUDGET PARAMETERS: Total project firm fixed price is $2,680,000, which includes all design services; and all construction described herein, all site development, utilities, and construction contingencies.

1.5 CONSTRUCTION SITE: The construction site is shown on the attached satellite image surveys. The site is undeveloped but has utilities nearby.

1.6 GREEN BUILDING CONSIDERATIONS: Executive Orders 13101 and 13123 require the Government to use “Sustainable Design” for all new facilities. Design shall promote waste and pollution prevention, water, and energy conservation, and utilize materials that have the highest percentage of recovered materials practical, considering price, availability, and performance.

1.6.1 Use the most energy efficient equipment that is practical in all mechanical, electrical, and plumbing systems, and design these systems to promote a healthy environment for the occupants of the buildings.

1.6.2 Research and specify “Environmentally Preferable Products” and “Recycled Products” wherever possible. This requirement shall include, but not necessarily be limited to considering products containing recycled content for concrete, steel, masonry units, thermal insulation, carpet, acoustical ceiling tile, gypsum board, wood floors, ceramic tile, paints and coatings, etc. Utilize products that are designated in the Environmental Protection Agency’s Comprehensive Procurement Guideline (www.epa.gov/cpg/).

1.7 PERIOD OF PERFORMANCE: See Section F of the solicitation /contract.

1.8 PROJECT MANAGER: The FWS Engineering Project Manager/Contracting Officer Representative for this project is Kurt Otting. Any questions regarding the scope of work and technical matters shall be directed to Micah Holmes, Contracting Officer, telephone: (505) 248- 6831, or email: micah_holmes@fws.gov. See Section G of the solicitation /contract.

1.9 GOVERNMENT FURNISHED INFORMATION: See also Section J of the solicitation /contract.

1.9.1 FEMA Flood Insurance Rate Map Township of Porter (420333) Panel 42035C0518D (Genetics Laboratory Building Site).

1.9.2 Genetics Laboratory Building Conceptual Floor Plan.

1.9.3 The government-furnished documents describe the general intent and desired components, functions, and adjacencies. Modifications in the Contractor's proposal and during the design phase that are deemed to enhance the overall buildings and site development and/or result in improvements to aesthetics, functionality or construction and cost, will be considered by the government.

1.10 CONTRACTOR SUBMITTAL REQUIREMENTS:

1.10.1 Submit for approval of the Contracting Officer within 10 days of Notice of Award, a Design/Build Management Plan for this project which includes a schedule of design review meetings and design submittals. The Contracting Officer may revise this schedule in consultation with the DB and FWS Engineering Project Manager and when approved this will become the schedule for the design portion of the project. There will be a minimum of five design phase milestones: A Design Kickoff Meeting; a Schematic Design documents (20%) review; a Design Development documents (40%) review; a Preliminary Construction Documents (70%) review, and a Final Documents review (99%). The reviews shall include all aspects of design.

1.10.2 In addition to submitting the reports required in Section H, the contractor shall submit monthly status reports to the FWS Engineering Project Manager (Contracting Officer’s Representative.)

1.10.3 Submittals during the construction phase are discussed in Part 3 Construction Services.

1.11 DEFINITIONS

1.11.1 Commissioning is the act of statically and dynamically testing the operation of equipment and building systems to ensure they operate as designed and can satisfactorily meet the needs of the building throughout the entire range of operating conditions.

1.11.2 Construction is defined as, but not limited to, constructing (giving form by combining the parts), altering, repairing, adding to, subtracting from, improving, restoring, moving, wrecking, or demolishing any building, highway, road, excavation or other structure, project, or improvement attached to real estate.

1.11.3 Contracting Officer (CO) is defined as a person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings on behalf of the United States of America. The term includes certain authorized representatives of the Contracting Officer such as the Contracting Officer's Representative and Construction Inspector acting within the limits of their authority as delegated by the Contracting Officer.

1.11.4 COR means Contracting Officer's Representative and for this project is the Project Manager and is the Point of Contact for all technical questions and issues.

1.11.5 CI means the Government Construction Inspector.

1.11.6 Day or Days shall mean calendar days unless otherwise specifically noted.

1.11.7 DB means Design-Builder and is the contracting entity selected to design and build the project.

1.11.8 Design Consultant is a qualified, licensed design professional who furnishes design services required under the Contract Documents. This may be an employee of the DB, is retained by DB, or is employed or retained by anyone under contract with DB.

1.11.9 Service or FWS means United States Department of Interior, Fish and Wildlife Service, Region 5 (Northeast Region).

1.11.10 Government may also be referred to as the Owner, Contracting Officer, Contracting Officer's Representative, the Service, or Fish and Wildlife Service (FWS).

1.11.11 Incident Rate (IR) is the number of recordable incidents resulting in days away from work for each 100 full-time employees per year, based on 2,000 hours worked per employee per year.

1.11.12 Local Authority Having Jurisdiction: Duly adopted local code authority, agency, or serving utility governing or serving the location of the project.

1.11.13 Management Plan: DB's project approach for planning, design, and construction and includes, at a minimum, but is not limited to the following:

Schedule (design and construction activities) Project Staffing Plan Safety Plan Subcontracting Plan Organization Chart with Roles and Responsibilities Quality Assurance/Quality Control (QA/QC) Plan Commissioning Plan

1.11.14 Notice to Proceed (NTP): Each Project Phase, i.e., design phase and construction phase, requires a written NTP from the Contracting Officer (CO). The NTP will identify the next Project Phase(s) that are approved. The NTP will identify any qualifications, limitations, or exceptions to the work in each Phase.

1.11.15 Open Book Accounting is the allowance of the government to have free and open access to financial and accounting documents that the Design/Builder has associated with the project being designed and constructed.

1.11.16 Project Specifications are specifications that state what the required results will be with measurable or observable criteria for verifying compliance. This may include the use of specific product cut sheets in addition to specifications.

1.11.17 Schedule is a chronological layout of the work to be performed prepared using commercially available scheduling software.

1.11.18 Subcontractor is any person or entity retained by DB as an independent contractor to perform a portion of the Work and shall include materialmen and suppliers.

1.11.19 Sub-Subcontractor is any person or entity retained by a Subcontractor as an independent contractor to perform any portion of a Subcontractor's work and shall include materialmen and suppliers.

1.11.20 Work is comprised of all DB's design, permitting, construction and other services required by the Contract Documents, including procuring and furnishing all materials, equipment, services and labor reasonably inferable from the Contract Documents.

PART 2 DESIGN SERVICES

2.1 DESIGN SERVICES SCOPE: Services shall include the full range of architectural, interior decoration, structural, mechanical, electrical, civil and geotechnical engineering design and documentation for construction of the new facility by contract including the preparation of plans and specifications, and schedule of values.

2.2 CODES AND STANDARDS: The DB shall assure that the design meets the requirements of all applicable local, state, and federal codes in the latest editions, including but not limited:

International Building Code International Mechanical Code International Plumbing Code International Electrical Code NFPA 101 Life Safety Code Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

NEC-2017 (2017 NFPA-70)

American Disabilities Act Accessibility Guidelines American Society of Heating, Refrigeration, and Air Conditioning Engineers Standard

90.1 - 2019.

ANSI/ASHRAE Standard 55-2013 - Thermal Environmental Conditions for Human

Occupancy.

ANSI/ASHRAE 62-2013 Ventilation for Acceptable Indoor Air Quality with Appendix

H.

Standards for New Federal Buildings 10 CFR 435 (Appendix 13) OSHA Regulations Consumer Product Safety Commission 16 CFR 1201 Safety

Standards for Architectural Glazing Materials Clean Water Act NPDES Permits and other federal, state, and local environmental and sanitary/health rules, regulations, and requirements, as applicable Architectural Barriers Act American Association of State Highway Transportation Officials (AASHTO) Policies and Guidelines for the Design of Highways, Streets, pavements, and Roadside Safety.

Guiding Principles for Sustainable Federal Buildings (December 2020).

International Energy Conservation Code 2021

2.3 DRAWING STANDARDS:

2.3.1 Furnish full, complete, accurate and coordinated architectural, civil engineering, structural engineering, mechanical engineering, electrical engineering and landscape architectural working drawings and schedules.

2.3.2 All drawings shall be prepared using AutoCAD release 2021. Flash drives of drawing files (.DWG and .PDF format) and specifications shall be submitted at the final submittal, or a shared drive provided for access to the documents.

General: Ensure that drafting and lettering on all drawings is done to such scale and legibility to permit clear and accurate readability by construction personnel.

Sheet size: 22" X 34" with 1/2 inch borders on three sides and 1½ inch border on the binding side.

Lettering size: 1/8" (actual size) minimum height.

Minimum scale of floor plans: 1/8"=1"-0".

Title Blocks: FWS typical title block will be furnished to the DB upon request. Use

“Title Sheet Block” on first drawing only. Use “Standard Title Block” on all other drawings.

Index to drawings: on first sheet (Title Sheet).

Location/Vicinity map: On first sheet (Title Sheet).

Project Number: Place FWS furnished Project Number (5F-PA-135-94.0) on each drawing sheets in the appropriate place in each title block.

Asset Numbers, Work Order Numbers, etc: Place FWS furnished asset number

(10079195) and other data on the Title Sheet as directed by FWS Project Manager.

Graphic Scale: All drawings shall have a graphic scale in both English and Metric units for all scales used on that sheet.

2.4 STATE REGISTRATION OF DESIGN ARCHITECTS AND ENGINEERS: The Architects and Engineers responsible for the design of these facilities shall have a current license to practice their profession in the Commonwealth of Pennsylvania. In addition, the DB team, including individual professionals, as well as architectural, engineering and construction firms, shall be experienced in the design of structures and infrastructure in the general project area, and specifically the climate, soil conditions, architectural styles, building codes, urban and environmental conditions of the Pennsylvania area. All final drawings and specifications prepared by the DB shall bear the signatures and professional seals of the architect or engineer under whose direct supervision the documents were produced and who is licensed to practice that profession in the Commonwealth of Pennsylvania.

2.5 SPECIFICATION STANDARDS:

2.5.1 Specifications shall be written specifically for this project. Specifications shall be developed using Masterspec + or Microsoft Word software. Provide file sharing link or thumb drives for the Hatchery and the COR containing all specification sections with the final Contract Document submittal.

2.5.2 Prepare specifications following Constructions Specifications Institute Division and Section format. The Contracting Officer will review Division 1 specification to ensure proper contractual language.

2.5.3 Color Board: Submit recommendations for interior colors, for the buildings, including ceilings, wall treatments, window coverings, floor surfaces, etc. where no decision has been made per this document. Recommendations shall be displayed on a “Color Board”, keyed to the Finish Schedule, showing materials, colors, textures, etc.

2.5.4 Submit updated copies of the Management Plan if there are changes. This shall include the Safety Plan, QA/QC Plan, Scheduling, Schedule of Items, and Commissioning Plan. Finalized documents shall be submitted before construction of the project begins.

2.6 PERMIT RESPONSIBILITY: The DB shall obtain and pay for any permits applicable to Federal construction projects including, but not limited to environmental permits, government review charges, utility tap and meter fees and inspection fees necessary for the prosecution of the Work pertaining to transportation, utilities, sewage disposal systems, erosion and sedimentation control plans, and any storm water discharge permits associated with construction activities, as required.

2.7 DESIGN SCHEDULE AND REVIEW MEETINGS: Periodically meet with COR and other FWS representatives to review the design and discuss and resolve issues. The design shall be refined and developed so that the DB can move forward to the next phase of the process. Meeting times and locations shall be as agreed to by DB and COR. Meetings shall include a Design Kickoff Meeting;

Design Development (40%) Review Meeting; Preliminary Construction Documents (70%) Review Meeting; and a Final Documents (99%) review meeting.

2.7.1 Meeting notes will be made by the DB Contractor and distributed to their Design consultants, the Contracting Officer, the COR, and the Hatchery Manager. After review by the FWS, notes will be corrected, if necessary, by the DB Contractor and redistributed to the same group named above.

2.7.2 Kick-Off: Conduct a site visit and design meeting with FWS personnel, to include a site visit to the Hatchery construction site. The time and date of this meeting will be mutually agreed upon by the Hatchery Manager, the DB Contractor, and the COR. The DB Contractor shall have, at a minimum, their Project Manager, Civil Engineer, and Architect, to attend this meeting. The purpose of the meeting will be to review the design program, review and determine applicability of the FWS furnished project information of the project, verify existing conditions, discuss any DB proposed changes to FWS provided information, and start the Design Development process.

2.7.3 Design Development Documents (40%): Based on government-furnished documents and Kick-Off meeting discussion, provide outline specifications, drawings of the floor plan, site plan, exterior elevations, building and wall sections and general elements of the architectural and structural concept for the buildings. Drawings and outline specifications shall also address the civil, landscaping, mechanical and electrical systems, and any special systems. Provide drawings and schedules which address interior and exterior materials and finishes being proposed. Specifications shall be developed that indicate material type in a thorough, prescriptive, and generic CSI format and the specifications shall include a submittal log. The Government will require 10 working days for review of these documents.

2.7.4 Design Development shall include coordination with all utility providers, including water and sewer service highway authorities for obtaining driveway permits, Fire Department for design of hydrants and fire sprinkler system, electrical utility service provider, phone and internet service providers, and others required and listed with contact information.

2.7.5 Preliminary Construction Documents (70%): Provide preliminary construction documents showing important construction details, developed specifications, and exterior and interior material and color boards. Specifications shall be developed that indicate material type in a thorough, prescriptive, and generic CSI format and the specifications shall include a submittal log to allow construction to continue on schedule. Provide engineering calculations to permit an evaluation of the design for the proposed structural, plumbing, HVAC, electrical, lighting, phone, security, data, and radio systems, and other major systems and components. (Calculations shall bear the stamp of a Pennsylvania registered Professional Engineer prior to acceptance of 100% complete documents.)

The Government will require 10 days for review of these documents.

2.7.6 Calculations at 70% include the following:

Building heat load calculation shall be conducted in accordance with the methods established by ASHRAE.

Provide heat transmission calculations for each type of building construction components such walls, roof, floor, and etc.

Submit the ASHRAE’s recommended psychrometric values used in the heat load calculations. They shall include values for both outdoor and indoor.

Submit building heat load calculations for both heating and cooling for each building room. They shall show all factors used to calculate the following room load values.

Transmission sensible loads Solar heat gains Infiltration sensible and latent loads Equipment sensible and latent loads for each type of equipment Occupancy People sensible and latent loads Submit total heating and cooling loads for each HVAC air handler serving the building zones. The cooling loads shall include the air handler total air flow rate, sensible heat loads, latent heat loads, amount of outside air treated by air handler, and the outside air psychrometric conditions.

Submit light level calculations for each room in the building along with rooms lighting type and lighting control.

Submit NEC electrical feeder and service conductor ampacity load calculations.

Submit short circuit amperage calculations for each electrical service equipment and distribution equipment as required by NEC.

2.7.7 A Design Review Meeting for this submittal will be held, attended by the DB contractor, Civil Engineer, Architect, Mechanical Engineer, and Electrical Engineer.

2.7.8 Construction Documents (99%): Provide drawings and specifications which are complete with the exclusion of minor details. Submittal shall also indicate refinement of all exterior and interior materials and finishes, color schemes and material samples. Specifications shall be developed that indicate material type in a thorough, prescriptive, and generic CSI format and the specifications shall include a submittal log. Provide final structural calculations. Provide cut sheets or instructions for HVAC control and special systems like solar electric power and fire alarm systems. Provide completed drawings, and specifications documents for construction. The Government will require 10 days for review of these documents.

2.7.9 Final Construction Documents (100%): Revise, respond to and resolve each comment made by FWS following review of the 99% Final Construction Documents and then provide the final deliverables as defined.

2.8 PAYMENT FOR DESIGN SERVICES: Payment for Design Services will be made for each item listed in the Schedule of Items attached at Section J, after each progress goal is completed by the Contractor and approved by the Government.

PART 3 CONSTRUCTION SERVICES

3.1 GENERAL

3.1.1 Possess and maintain, for the duration of this project, a state license as a general contractor in the Commonwealth of Pennsylvania.

3.1.2 Provide supervision, labor, materials, equipment, tools, construction equipment and machinery, inspection, testing, start-up, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work.

3.1.3 Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

3.1.4 Perform all construction activities efficiently and with the requisite expertise, skill, and competence to satisfy the requirements of the Contract Documents. At all times exercise complete and exclusive control over the means, methods, sequences, and techniques of construction.

3.1.5 Utilize Subcontractors who are duly licensed and qualified to perform the Work consistent with the Contract Documents. Government may reasonably object to DB's selection of any Subcontractor based on its information with respect to the subcontractor’s past performance and technical qualifications. Utilizing subcontractors who have worked with the Contractor and with each other successfully in the past, where applicable, will be preferred.

3.1.6 DB is responsible for quality control of its own work and work performed by its subcontractors and their sub-subcontractors. Provide and pay for the services of an independent construction materials testing laboratory accredited by an acceptable laboratory accreditation authority. Laboratory shall sample and test materials and perform required special inspections.

Copies of all test reports shall be submitted to the designer of record and the COR as soon as practicable. Laboratory shall be authorized to perform work in the state where project is located.

Government may reasonably object to DB's selection of laboratory.

3.1.7 Design Consultants, in coordination with the COR, shall visit the site a minimum of four times to inspect the construction. They shall prepare a site visit report for each visit and shall submit the reports to the COR within 5 calendar days after the visit. The reports shall include comments about overall quality and accuracy of the construction. The reports shall also note all deficiencies observed. Design consultants shall take part in the Construction Final Inspection, and shall prepare reports listing all items needing correction, for the Contractor with copies provided to the COR; for the Final Inspection, at a minimum, the consultants shall include Architectural, Civil, Mechanical (including full coverage of Plumbing and HVAC systems), and Electrical.

3.1.8 RFIs: During construction, Design Consultants shall provide supplemental information and answer questions to clarify design. This information shall be documented on Request for Information (RFI) forms. The DB may use any format they choose for the Request for Information form but all shall be identified with the words “Request for Information” at the top of the form along with the Government Contract Number, Project Location, Project Title and the Design-Build Contractor’s Name. RFI’s shall be logged and filed and shall be part of the Closeout Documents submitted to the Government. As RFI’s are generated and answered, submit copies to the COR and CO for information.

3.1.9 Product and Material Submittals: During construction, Contractor shall provide design consultants with product and material submittals for all items requiring submittals in the contract specifications. Those items specified on a proprietary basis, by manufacture and/or model number, or with product stamps allowing inspectors to verify compliance with the specifications, do not require submittals, unless the DB elects to do so. This information shall be documented on submittal forms. The DB may use any format they choose for the submittal forms, but all shall be identified with the words "Submittal" at the top of the form along with the Government Contract Number, Project Location, Project Title, Specification Section and/or Drawing reference, and the Design- Build Contractor’s Name. Submittals shall be logged and filed and shall be part of the Closeout Documents submitted to the Government. As product submittals are generated and answered, submit copies to the COR and CO for information.

3.1.10 Assume responsibility for the proper performance of the Work of Subcontractors and all acts and omissions in connection with such performance. Nothing in the Contract Documents is intended or deemed to create any legal or contractual relationship between Government and any Subcontractor or Sub Subcontractor.

3.1.11 Record Drawings and Specifications: Maintain one set of working drawings and specifications, for record purposes, on the project site while work is in progress. Clearly and accurately record the as-constructed work in red. Record swing-tie distances from permanent points for all underground items. Include modifications, submittal log, and RFIs.

3.1.12 Government buildings and other facilities are not available for storage of DB's materials, equipment, and tools except for designated staging areas. Government owned equipment is not available for DB's use to accomplish any Work.

3.1.13 Housing for workers and campsites are not available on site.

3.1.14 Contractor shall furnish and pay for all temporary facilities and utilities needed including heat, light, power, water, telephone, sanitary facilities, job offices, material handling equipment, temporary construction aids, and storage enclosures; except if suitable water is present at the site, it may be used for construction purposes at no cost if it does not adversely impact the operations of the station. The DB is responsible for all temporary connections and disconnections. Government furnished electricity is not available for DB’s use.

3.1.15 Contractor is encouraged to purchase construction materials and supplies locally.

3.2 PAYMENT PROCEDURES

3.2.1 Payment shall be made in accordance procedures outline in FAR 52.232-27.

3.2.2 Construction progress payments will be made on a monthly basis based on the work completed per the approved Schedule of Values, as agreed to by the Construction Inspector and the DB Superintendent or Project Manager.

3.2.3 Retainage will not be implemented unless the Contracting Officer determines that construction progress and/or quality are not satisfactory.

3.3 PROJECT SAFETY

3.3.1 The DB shall have the ultimate responsibility for safety on the project site at all times, from issuance of the Notice to Proceed until final completion and acceptance of the project by the Contracting Officer. See Section H of the solicitation /contract and Federal Acquisition Regulation 52.236-13.

3.3.2 Initiate and maintain, throughout the performance of this contract, an effective safety and health program that provides adequate policies, procedures, and practices to protect employees from, and allow them to recognize, job-related safety and health hazards. The program shall include provisions for the identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections. Each employee (DB and subcontractors) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

3.3.3 Provide barricades and warning devices as necessary to safeguard the public, workers, and government personnel. Where project work affects public roads, provide signage in accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) as published by the US Department of Transportation, Federal Highway Administration.

3.3.4 Rollover Protection and Seat Belts: In addition to the Safety and Health requirements of clause FAR 52.236-13 of Part 2, Section I of this Contract, rollover protection and seat belts required by 29CFR 1926 (OSHA) shall be extended to include equipment regardless of the year of manufacture.

3.4 WORK HOURS: See Section H of the solicitation /contract.

3.5 PROTECTIONS

3.5.1 Comply with all applicable federal, state, and local environmental laws and regulations. This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, erosion control, surface runoff, and cultural resources.

Provide erosion control methods (such as watering dry soils) and appurtenances (such as silt fence) as necessary to prevent wind-borne dust and water-borne silt from leaving the immediate work area.

3.5.2 If paleontological, archaeological, or historical remains (including burials or skeletal material) are encountered, immediately stop the work and notify the Construction Representative, COR, or Contracting Officer. The Contracting Officer will notify the Regional Archaeologist, so the provisions of 36 CFR 800.7 (Resource Discovered During Construction) and other relevant laws are followed. Work will cease in the immediate vicinity until permitted to resume by written order from the Contracting Officer. Work in other areas may proceed as approved by the Contracting Officer.

3.5.3 Heavy equipment operated on FWS roads and parking areas shall comply with highway-legal load limits unless explicitly approved otherwise.

3.5.4 Clearing and working limits shall be no greater than 100 feet from the affected construction areas and no greater than 50 feet from road edges. Any additional clearing needed to complete the project in excess of the outlined limits, will require approval by the COR.

3.6 CLOSEOUT PROCEDURES

3.6.1 Training: Thoroughly familiarize the Hatchery staff with the building systems and train them to be proficient in its overall system operation and maintenance.

3.6.2 Tools and spare parts: Deliver to the project site all specialty tools, valve handles, fan belts, filters, spare parts, keys, and similar devices such that the Hatchery staff is able to operate and maintain the work.

3.6.3 Maintenance Materials: Deliver maintenance materials to Station Manager; coordinate location of storage. (Provide consumable items in such quantities as needed for the first year of operation.)

3.6.4 Building Commissioning: Before Final Inspection, the Contractor shall implement the Commissioning Plan. A report will be submitted demonstrating that the equipment and building systems operate as designed and meet the needs of the building throughout the entire range of operating conditions.

3.6.5 Final Inspection: Notify the COR at least 10 calendar days prior to the anticipated date of completion of all work. The COR will proceed with Final Inspection as promptly as practicable.

The time required for such Final Inspection and for making any corrections as a result thereof shall be included in the contract performance time. The DB representative responsible for the work shall be present at the Final Inspection and shall submit a preliminary list of unfinished work prior to Final Inspection. Design Consultants including Architect, Civil Engineer, Mechanical Engineer, and Electrical Engineer, shall take part in the on-site Final Inspection, and shall provide their Punch Lists to the COR. See Section E of the solicitation/contract.

3.7 CLOSEOUT DOCUMENTS

3.7.1 Operation and Maintenance Manuals: Submit two (2) copies of Operation and Maintenance manual (one to the Hatchery office and one to the COR for the mechanical and electrical equipment, architectural treatments, doors, and windows. The manuals shall be clear, well organized, clearly indexed, tabbed, highlighted, tailored to the specific make, model, and wiring configuration of the systems; and shall include schedules and instructions for routine operation, trouble shooting, and periodic maintenance. The manuals shall include complete parts lists keyed to suppliers (name, address, websites, and telephone numbers for each).

3.7.2 Submit a full-size set of red-lined drawings and complete set of specifications that clearly indicates the as-constructed work. Submit one set of final working drawings, one set of reproducible drawings on bond paper showing as-constructed conditions, and one electronic set complying with industry CAD Standards.

3.7.3 Submit fully executed manufacturer's standard material, product, and equipment warranties, assigned to the Government without any requirement that the Government incur any costs to maintain the warranties in force.

3.7.4 Submit any requested regulatory-agency clearance documents indicating the work complies with their requirements such as finalized plumbing/gas/electrical inspections.

3.7.5 After completion of the work and prior to final payment, submit the Release of Claims (Form DI-137 provided by the Contracting Officer), properly executed by the DB, releasing claims against the United States arising out of this contract, other than claims specifically excepted from the operation of the release. See Section I of the solicitation /contract.

PART 4 GOVERNMENT RESPONSIBILITIES

4.1 DUTY TO COOPERATE

4.1.1 Government will, throughout the performance of the Work, cooperate with DB and perform its responsibilities, obligations, and services in a timely manner to facilitate DB's timely and efficient performance of the Work and to not unreasonably delay or interfere with DB's performance of its obligations under the Contract Documents.

4.1.2 Government will provide timely reviews and approvals of interim design submissions and Construction Documents consistent with the turnaround times set forth in DB's approved schedule.

Contractor agrees to revise the design submittals and construction documents at no cost to the Government until the documents are acceptable to the Government in its reasonable judgment.

PART 5 ARCHITECTURAL PROGRAM

5.1 SUMMARY AND REFERENCE DOCUMENTS: The Architectural Program is reflected in the government-furnished Conceptual Floor Plans, Programs, Site Plans and Cost

Estimates, and, along with this Statement of Work, shall form the basis of design. The COR and Hatchery Manager, at a minimum will meet with the DB to assure there is full understanding of the intent. Alterations suggested by the DB will be considered and, if accepted and mutually agreed upon, will become part of the contract.

5.2 LABORATORY ROOMS, AND PREP ROOM:

5.2.1 The surfaces in these rooms are subject to frequent disinfection cleanings (must be resistant to bleach cleaning and UVC light disinfection).

Gypsum wall board walls shall be covered with fiberglass reinforced plastic wall panels

(FRP).

Gypsum wall board ceilings shall be painted with a paint suitable for this cleaning environment.

Flooring shall be commercial vinyl with welded seams.

Install vinyl base.

Provide concealed blocking in the walls for the future installation of base and upper laboratory cabinets.

5.2.2 To accommodate the Government supplied and installed clean rooms and gown rooms within each of the Laboratory Rooms, the ceiling shall be a minimum of 12’ above the finished floor.

5.3 OPEN OFFICE SPACES, CORRIDOR, OFFICES, AND OFFICE STORAGE/PRINTERS

5.3.1 These spaces shall have gypsum wallboard walls, commercial grade carpet squares, vinyl base. The ceiling material will be determined during the design phase.

5.4 IT CLOSET

5.4.1 This space shall have gypsum wallboard walls, vinyl base, and nonslip commercial vinyl flooring. The ceiling material will be determined during the design phase.

5.4.2 Install ¾” fire-retardant 4’x8’ plywood backer panel (primed and painted).

5.4.3 See Section 6.3.5 for conditioning requirements.

5.5 ELECTRICAL ROOM:

5.5.1 This space shall have gypsum wallboard walls, vinyl base, and sealed concrete floor. The ceiling material will be determined during the design phase.

5.5.2 Install ¾” fire-retardant 4’x8’ plywood backer panel (primed and painted). Coordinate locations with electrical panels and future PV panels, and inverters.

5.5.3 Careful coordination with Service will be required to the correct power and type of plug needed for each of the anticipated pieces of laboratory equipment. The following is a partial list of the power requirements of the building:

240V 20amp outlets in cleanroom common areas, prep room, and storage areas – dedicated circuits for freezers/refrigerators

120V outlets on dedicated circuits for freezers/refrigerators Large number of 120V outlets in laboratory space for equipment 240V 40amp circuit for each clean room to run fans, additional 120V for equipment in clean room space (supplied as whip to hardwire into room mechanicals upon installation)

240V Dryer outlet in prep room

240V 20amp for autoclave in prep room Provide wiring and circuits for power whip connections for future cubicles

5.6 STORAGE/FREEZER ROOM:

5.6.1 This space shall have gypsum wallboard walls, vinyl base, and sealed concrete floor. The ceiling material will be determined during the design phase.

5.7 TOILET ROOM:

5.7.1 This space shall have gypsum wallboard walls, vinyl base, and commercial vinyl with welded seams flooring. The ceiling material will be determined during the design phase.

5.1.1 Provide and install all necessary blocking, stainless steel grab bars, soap dispenser, two double coat hooks (on door with one mounted at accessible height), double roll toilet paper dispenser, combined paper towel and trash receptacle, and a minimum 24” by 36” stainless steel framed mirror.

5.7.2 Provide and install an exhaust fan with a separate switch, include all necessary ductwork to vent to the outside and include a weather, and insect proof vent cover.

5.7.3 Privacy function lockset.

5.8 MATERIALS AND ARCHITECTURAL FEATURES

5.8.1 General: Specific materials and architectural styles will be selected by the FWS based on Contractor's proposals and design submissions. Materials shall be durable, low maintenance, and local (to the extent practical). Architectural style shall acknowledge the local vernacular architecture, be distinctive and welcoming, and reflect the nature-oriented function of the facilities.

Design shall emphasize natural lighting and views of surrounding natural features. The designer's creativity is encouraged.

5.8.2 Proposer's technical submittals shall list their proposed materials, systems, and equipment, including the industry standard quality ratings, to the greatest extent practical in the Phase I technical submittal, with a more detailed list and description in the Phase II technical submittal. This information will be considered by the government as part of the evaluation and rating of proposals and will become part of the contract requirements for the successful Contractor. See Solicitation Sections L and M for details.

5.8.3 "Flat" roofs are not acceptable.

5.8.4 Foundation/Slab: Design based on the Geotechnical Report contracted by Design Builder.

5.8.5 Floors:

Entry vestibule, toilet room, prep room, lab spaces, and IT closet shall have nonslip commercial vinyl comparable to Armstrong Medintech and include welded seams.

Corridor, open office area, offices, kitchenette, and office storage and printer area shall have commercial grade carpet squares.

Storage/freezer room, electrical, IT closet, and the base landing of the stairs shall be concrete with a sealer.

5.8.6 Gypsum wallboard shall have a Gypsum Association’s GA-214 level 4 finish and be painted with one coat of primer and two coats of finish paint, Gypsum wallboard shall have a Gypsum Association’s GA-214 level 2 finish if it is covered by fiberglass reinforced plastic wall panels. Painting is not required.

5.8.7 Storage: Sufficient storage space shall be provided as shown conceptually on the floor plan.

5.8.8 Exterior Doors:

The front entry door shall be full lite with full height side lite.

The remaining exit doors shall be half lite.

All exterior doors shall be accessible with a minimum width of 36-inches.

All door handles shall be levers in compliance with ABA.

5.8.9 Interior Doors:

Office doors shall have an approximate 8” x 24” vision panel.

Prep room, and laboratory rooms shall have an approximate 3’-4” x 2’-2” vision panels and shall include gasketed seals and floor sweep (like exterior door) to limit air exchange between different areas.

All interior doors shall be accessible with a minimum width of 36-inches.

Offices and the IT closet shall have removable core locksets.

All door handles shall be levers in compliance with ABA.

5.8.10 Garage door shall be 9’ wide by 7’ tall, commercial grade, insulated, section, weather-stripped, and lockable. Include a concrete apron which incorporates a lip in the concrete to reduce water intrusion under the door.

5.8.11 Exterior Windows

Open office, and office windows shall be insulated, operable for ventilation and include insect screens. The minimum size shall be 5’ wide by 3’ tall.

Laboratory windows shall be insulated, and fixed. Size and locations shall be determined during the design phase.

Windows shall include a window film to prevent bird strikes such as Feather Friendly®

Technologies Inc., 2207 Dunwin Dr., Mississauga, Ont., L5L 1X1, Local Phone (Mississauga): 844-922-4737 (844-92-BIRDS). North America Toll-Free: 1-888-874- 1755. Symmetry dot pattern visible markers, 6mm (1/4”) diameter and spaced 50mm (2”). Symmetry series by Feather Friendly® in a 2” X 2” pattern or approved equal.

Provide blinds that will allow complete visual privacy for interior from observers at any angle to window when window treatment is in fully closed position. Window treatments shall be resistant to degradation from exposure to ultraviolet light.

5.8.12 Interior Windows

Windows shall be fixed with a minimum size of 3’ wide by 4’ tall.

Frames shall be resistant to frequent bleach cleaning.

5.8.13 Airborne Sound Isolation: Design and construct interior construction to achieve the following minimum noise isolation class (NIC) values between adjacent spaces, when tested in accordance with ASTM E 336 and classified in accordance with ASTM E 413, based on NC values specified in Section C:

Spaces of Like Function and Similar NC Value: NIC 36.

Quiet Space (NC Values of 20-30) and Moderately Noisy Space (NC Values of 30-40):

NIC 39.

Substantiation: Design Development: Drawings indicating proven-in-use STC values for construction separating primary spaces and separating primary spaces from noise sources such as mechanical equipment.

5.8.14 Kitchenette

Shall have granite counters and backsplash Birch or maple veneer and solid wood drawers Base cabinets with drawers and doors. The accessible sink opening shall include a false front drawer front and a removable panel to protect knees from coming in contact with the water supplies and drainpipe. The sink shall be an accessible stainless steel, under counter mounted single bowl and include an accessible faucet.

Upper cabinets shall include a minimum of two movable shelves, The upper cabinet located over the refrigerator does not require a shelf. Include an upper microwave shelf and an outlet for the microwave.

All cabinet drawers, and doors shall have handles.

5.8.15 The front entry vestibule shall include and accessible 24” deep plastic-laminate countertop receiving area.

5.8.16 Provide and install an electric water cooler, two level with bottle filler in the corridor.

5.8.17 Doorbell

A button to active a doorbell shall be located in the entry vestibule.

The doorbell chimes shall be located in the corridor and in each of the three main laboratory areas.

5.8.18 Fire Protection Specialties

Provide portable fire extinguishers in cabinets for storage throughout the building, of a type and size and in all locations required by NFPA and the code.

Locate the so that the means of egress is not impeded, in accordance with code.

5.8.19 Stairs: Stairs shall be close riser type with handrails and guardrails per applicable code.

5.8.20 Provide concrete pads under exterior HVAC equipment, and protect the equipment from rain, and damage from snow sliding of the roof, or ice falling from the soffit above.

5.8.21 Signage: Provide identifying devices fixed to interior construction that are necessary for identification of rooms as required by the Architectural Barriers Act (ABA).

5.9 SITE FEATURES

5.9.1 Flood Plain: The approximate location of the Genetic Laboratory Building site is with respect to the FIRM (Flood Insurance Rate Map) map is located in the Appendix of this Design- Build Statement of Work.

The DB shall locate the 100 year flood line on their site plan. If the surveyor discovers that elevation lands in the location of the new building, the DB shall follow Service Policy which dictates that building facility finished floor elevations be sited at least 2 feet above the FEMA 100 year flood plain. DB is responsible for the accurate analysis and design of specific building locations and elevations with regard to these requirements.

5.9.2 Site Development: The DB is responsible for the design of the site to meet the functional requirements of the facilities. Some specific site development requirements are listed in this SOW.

5.9.3 Parking: Minimum 9 vehicles with an additional van accessible space and associated chevron painted access isle.

5.9.4 Landscaping: Low maintenance, no irrigation, utilization of xeriscaping, and vegetation native to the Hatchery.

5.9.5 Stone Drip Edge:

Extending beyond the building foundation, provide a gravel drip edge zone to beyond where rainwater flows from the roof edge above. Provide drainage geotextile fabric, and edging. Edging shall not be rubber, or wood.

A narrower version of this stone drip edge shall…