A04_-_SOW.pdf

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STATEMENT OF WORK

Construct Pole Shed

Big Branch Marsh National Wildlife Refuge Southeast Region

WO# 2024641525, 2024641526 and 2024641527

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PART 1. GENERAL

1.1. The contractor shall supply all materials, labor, supplies, equipment, and any other incidentals necessary to perform all operations required to complete the work in conformance with the statement of work and all current codes for the pole shed at the Big Branch Marsh NWR Administration Office Building. The project site is located at 61389 LA-434, Lacombe, LA 70445.

1.2. The scope of work shall include all associated tasks, including but not limited to constructing a metal three (3) sided pole shed sitting on a compacted gravel pad with LED overhead lighting and GFCI electrical outlets.

1.2.1. One (1) Pre-Proposal Meeting will be held at the Big Branch Marsh National Wildlife Refuge Admin Building. The time and date of this meeting will be mutually agreed upon by the Refuge representatives, prospective contractors, Contracting Officer and USFWS Project Manager.

1.2.2. The purpose of the meeting will be to visit the site, review existing conditions, and discuss the performance requirements of the project.

Contact the Station to obtain best access to the Refuge sites.

1.3. General Requirements: Design in accordance with all applicable Federal, State and Local codes and regulations (latest edition at the time of contract award) with the following establishing the minimum requirements:

A. International Building Code, latest edition B. NFPA 101 Life Safety Code C. National Electrical Code D. International Plumbing Code E. International Mechanical Code F. ASHRAE Handbook of Fundamentals G. ASHRAE/IENSA 90.1 - 2016 Energy Standard for Buildings.

H. ASHRAE Standard 55-2017, Thermal Environmental Conditions for Human Occupancy

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I. ASHRAE 62.1 -2016 Ventilation for Acceptable Indoor Air Quality J. OSHA Regulations (Federal and State) K. Consumer Product Safety Commission 16CFR 1201 Safety Standards for Architectural Glazing Materials L. Clean Water Act M. Architectural Barriers Act N. Americans with Disabilities Act (ADA) Accessibility Guidelines

Work is comprised of designing the pole barn structure including electrical, permitting, construction services required by the Contract Documents, including procuring and furnishing all materials, equipment, services, and labor reasonably inferable from the contract documents.

PART 2 DESCRIPTION OF WORK

2.1 Contractor shall construct a new pole shed at Big Branch Marsh National

Wildlife Refuge. The new structure will be a pre-engineered metal building placed on a compacted gravel pad. This building shall meet all seismic and hurricane zone location requirements.

2.2 Work shall consist of the following tasks to construct a pre-engineered metal building with the following specifications: 120 feet long, 30 feet wide and 16 tall with a single slope roof from front to back with metal sides, back, and roof. The building will be designed and placed onto a compacted gravel pad underlain by geotextile fabric. Light fixtures will be installed between each bay and electrical outlets will be installed on each supporting column.

All lighting will be LED and all outlets will need to have GFCI installed.

a) Contractor is responsible for all materials, supplies, and labor necessary to construct building.

b) All debris materials will become the contractor’s property and shall be promptly removed from the site and disposed of in a legal manner.

c) The Contractor shall coordinate with the Refuge on appropriate stockpile (laydown) location for materials.

d) Contractor will be required to meet once a week at government specified times for progress status meeting.

e) The Contractor will, without additional expense to the Government, be responsible for obtaining any necessary licenses, certifications, and permits

Page | 4 v3.0 7-8-2025 and for complying with all applicable federal, state and municipal laws, codes, and regulations in regards to construction, employment, and the use of equipment necessary for the work.

f) The Contractor will provide a competent foreman or superintendent for each work crew. The supervisor must be capable of communication with the COR or designated inspector in English. The supervisor shall be with the crew at all times while they are working on the Refuge.

g) All equipment used in performing work shall be of the proper type, sufficient size, and be in such mechanical condition as to enable contractor to perform the work in accordance with these specifications and OSHA requirements. Contractor shall furnish all fuel, oil, grease, repairs, replacement parts and other expenses incidental to the operation of their equipment.

h) Upon completion of the site and prior to accepting the work as being completed, all trash, rubbish, and debris generated by contractor's operation shall be removed from Refuge land and recycled or disposed of in an approved sanitary landfill or other appropriate location designated by COR.

To the extent practical, such trash or debris shall be removed and disposed of daily.

i) Smoking by contractor personnel is permitted only in cleared areas.

Contractor will have on site a bucket with sand for the disposal and a 15lb fire CO2 extinguisher. Contractor will be held personally accountable for any fire caused by them.

j) The contractor shall take precautions to prevent pollution of streams, lakes, wetlands and reservoirs by fuel, oil, silt or other harmful materials. All stream courses and wetland areas shall be kept free of contractor generated debris.

k) Project will be completed in 120 days from Notice to Proceed. Any additional time needed will be requested three weeks prior to designated completion / period of performance date.

PART 3 EXISTING CONDITIONS

3.1 The proposed site is located within the Refuge property. The pole barn will have a metal roof, 3 metal panel sides, and the open end will face approximately north. The site has been cleared of trees and a dirt pad has been constructed. Contractor will be responsible for final grading in

Page | 5 v3.0 7-8-2025 accordance with the design. FWS will provide geotextile fabric to underlay the gravel pad. Light fixtures and electrical outlets will be provided and installed by the contractor according to project specifications. All lighting will be LED and all outlets will need to have GFCI installed.

3.2 ARCHITECTURAL STYLE

USFWS desires to utilize a Pre-Engineered Metal Building.

PART 4 DESIGN CRITERIA

Risk Category: II Dead Load

Self-Weight Actual Mechanical and Ceiling 5 PSF Roofing Materials 20 PSF

Snow Load Ground Snow 10 PSF Importance Factor 1.0

Wind Load Basic Wind Speed: 155 MPH Wind Exposure Category C

Seismic Load

Importance Factor 1.0 Mapped Spectral Response Accelerations

Short Period Ss: 0.310 1-sec Period S1: 0.147

Site Class: D Design Spectral Response Accelerations:

Short Period SDS= 0.321 1-sec Period SD1 = 0.227

Seismic Design Category D Lateral Force Resisting System Steel Ordinary Concentrically Braced Frames Steel Ordinary Moment Frames

This pole shed building is assigned to Risk Category II. It will be constructed utilizing a pre-engineered metal building (PEMB).

4.1 Foundation

A 6-inch thick compacted gravel pad composed of 57 stone (or equivalent) will be constructed by the Contractor. The pad will be installed upon a geotextile fabric mat. The geotextile material will be provided by FWS. Geotextile panels will be continuously overlapped by a minimum of 12 inches at all joints.

4.2 Superstructure

The facility will be a one-story pre-engineered metal building (PEMB) of integrated design, fabricated from plate steel. The frames support wind girts in the walls as well as roof purlins or joists, which are oriented normal to the frames. The purlins (or joists) and girts, in turn, support the roof and wall panels.

4.3 Lateral System

The lateral force resisting system proposed for this project will consist of a combination of structural steel moment frames and structural steel braced frames. Lateral resistance for the main building is derived from frame action in the direction of the main rigid frames and either braced frames or moment frames in the direction normal to the main frames.

4.4 Exterior Metal

All metal shall be 24 gauge or heavier and fastened with carbo steel or galvanized fastener screw. The building will include horizontal gutters and downspouts to adequately flow water away from the structure.

4.5 Electrical

Outdoor-rated LED light fixtures of sufficient luminosity will be installed overhead between each bay. Fixtures will be mounted in such a way as to not sway under windy conditions. One 4-gang GFCI electrical outlet will be installed on each column. Electrical supplies and installation will be the responsibility of the Contractor.

4.6 Color

The building will be tan in color with green trim to match existing buildings.

Picture is for color and basic design reference.

End of Statement of work

PART 5. CONSTRUCTION SERVICES

5.1.3. All demolition materials shall become the contractor’s property and shall be promptly removed from the site and recycled or disposed of in a legal manner.

5.1.4. Contractor is responsible for the removal and disposal of all debris and unused materials in accordance with local regulations. The work area will be restored to a clean and orderly condition.

GENERAL

5.1.5. Following the Issuance of the Construction NTP, the contractor shall provide the following items to the COR at the Preconstruction Meeting for approval and amendment into the contract file.

A. Superintendent Letter/Resume

B. Submittal List

C. Safety Plan

D. QA/QC Plan

5.1.6. Possess and maintain, for the duration of this project, a state license as a general contractor in the State the project is located, if required by the state.

5.1.7. 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 to be incorporated in the work.

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

5.1.9. 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.

5.1.10. The submittal requirements shall be clearly defined in the contract documents, including the types of materials, formats, and deadlines. Submittals may include but are not limited to shop drawings, product data, samples, material certifications, test reports, and operation manuals. The submitter shall review the contract documents thoroughly to understand the submittal requirements. Submitters shall ensure that all submittals are accurate, complete, and comply with the project specifications, codes, and regulations. Submitters shall coordinate with relevant parties, such as manufacturers and suppliers, to obtain necessary information and materials for the submittals. The submitter shall label each submittal clearly with the appropriate project name, number, and description.

5.1.11. 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.

5.1.12. Coordinate the activities of all Subcontractors. If Government performs other work on the Project or at the Site with separate contractors under Government's control, Contactor agrees to reasonably cooperate with separate contractors so that the completed in an orderly and coordinated manner without unreasonable disruption.

5.1.13. 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 and RFIs.

5.1.14. The contractor shall maintain Daily Logs and Checklists to record daily activities and submit them bi-weekly. Additionally, they are required to provide a Progress Chart in the form of a bar chart and diligently update the progress schedule monthly throughout the contract performance period. During normal working hours throughout the duration of the contract, the contractor must promptly furnish information and provide reasonable facilities and access for obtaining information respecting: the character of the materials, condition of the work-in-progress, number of workers employed, their pay rate, time worked, inspection reports and test results from sampling and testing laboratories, and similar information.

5.1.15. Government buildings and other facilities are not available for storage of Builder's materials, equipment, and tools except for designated laydown areas.

Government owned equipment is not available for Contractor’s use to accomplish any Work.

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

5.1.17. Provide temporary sanitary facilities, material handling equipment, temporary construction aids, and storage enclosures. The Government will ensure that utilities are available to the Contractor from existing outlets and supplies. Unless otherwise stated in the contract, the Contractor will be charged or pay for the consumption of each utility service at the billed rates charged to the Government. The Contractor must conserve any utilities provided without charge.

5.2. PAYMENT PROCEDURES

5.2.3. Schedule of Values: Prepare a Schedule of Values in the format of the American Institute of Architects (AIA) form number G702/703 Application and Certificate for Payment (or approved equivalent format). Submit a detailed Schedule of Values no less than 7 calendar days prior to the start of on-site construction work.

A. Payment Request Data: In addition to data required by the Contracting Officer: (1) Format the Schedule of Values to match the Schedule of Items and show sufficient additional detail to allow accurate calculation of monthly progress payments;

and (2) it updated construction schedule identifying actual work complete.

5.3. PROJECT SAFETY

5.3.3. The Contractor shall always have the ultimate responsibility for safety on the project site, from issuance of the Notice to Proceed until final completion and acceptance of the project by the Contracting Officer. Ensure that all onsite activities, equipment, and facilities constructed by the Design-Builder, subcontractor, or supplier conform fully to the standards of the Department of Labor, Occupational Safety and Health Administration (OSHA) 29 CFR 1926 and 1910; and DOI and FWS policies. In addition, the Design-Builder shall adhere to all current Federal, State and local safety requirements. In the event where any safety standard referenced herein conflicts with another, the agent shall govern. See Section H of the solicitation /contract.

5.3.4. Provide a Safety Plan. 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 (Contractor and subcontractors) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

5.3.5. 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.

5.4. WORK HOURS: Monday-Friday, 7:00 am to 4:30pm CST, excluding Federal Holidays

5.5. PROTECTIONS:

5.5.3. 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.

5.5.4. 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.

5.5.5. Immediately stop work if paleontological, archaeological, or historical remains (including burials or skeletal material) are encountered, immediately stop the work, and notify the Construction Representative, COR, and 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 Contracting Officer. Work in other areas may proceed as approved by the Contracting Officer.

5.5.6. Protect adjacent vegetation, property, structures, and improvements from damage. See Section I of the solicitation/contract.

5.5.7. Heavy equipment operated on FWS roads and parking areas shall comply with highway-legal load limits unless explicitly approved otherwise. Prior to operations, the contractor and contracting officer will document condition of roads and parking. The contractor is responsible for repairs of damage to roads and parking caused by their own actions.

5.5.8. Clearing limits and working limits are as shown on the drawings and approved in the field. Do not remove any trees without prior COR field review and approval. If no clearing limits are indicated, contact the COR for clarification. Coordinate with the local FWS staff to select a construction staging area. Construction equipment and operations shall be contained within the work limits and staging areas.

5.6. CLOSEOUT PROCEDURES

5.6.3. Training: Thoroughly familiarize the local FWS staff with the improvements and train them to be proficient in overall system operation and maintenance.

5.6.4. 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 FWS staff is able to operate and maintain the work.

5.6.5. Maintenance Materials: Deliver maintenance materials to Station Manager, coordinate location of storage.

5.6.6. Final Inspection: Submit a request in writing to the CO requesting the 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 Contractor 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.

5.7. CLOSEOUT DOCUMENTS

5.7.3. Submit fully executed manufacturer's standard material, product, and equipment warranties.

5.7.4. Submit as-built drawings of all work completed. All underground utility lines must be clearly indicated.

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

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

END OF STATEMENT OF WORK