A04_State_of_Work_(SOW).pdf

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LA-CAMERON PRAIRIE NWR-REHAB 8 LEVEE
Solicitation number
140F0122R0108
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This statement of work describes rehabilitation work required for the perimeter levee surrounding Unit 8 at Cameron Prairie National Wildlife Refuge in Louisiana. The contractor will be responsible for rehabilitating approximately 7.42 miles of earthen embankment along the levee, which includes dredging an adjacent canal and removing overgrown vegetation from the levee slopes. Additional requirements include disposing of all debris and spoils according to local regulations, maintaining safety standards and protections for personnel and the environment throughout construction, and providing operation and maintenance manuals and as-built drawings to the refuge upon completion of the work. The related federal contract opportunity is solicitation number 140F0122R0108 for the rehabilitation of the Unit 8 levee at Cameron Prairie National Wildlife Refuge, to be awarded by the Department of the Interior Fish and Wildlife Service.

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Cameron Prairie NWR Rehab Unit 8 Perimeter Levee Page 1 of 8 May 12, 2022

STATEMENT OF WORK

Rehab to Unit 8 Levee

At Cameron Prairie National Wildlife Refuge

Southeast Region May 12, 2022

PART 1. GENERAL

1.1. The contractor shall supply all materials, labor, supplies, equipment, and any other incidentals to perform all operations required to complete the work in conformance with the statement of works and all current codes for listed repairs to the Unit 8 Levee at Cameron Prairie NWR.

1.2. Location: This project is located at the Cameron Prairie National Wildlife Refuge in Cameron Parish, Louisiana. The physical address of the Refuge Visitor Center is 1428 Highway 27 Bell City, LA. 70630. Project work locations are approximately shown on the Appendix A map

1.3. The Unit 8 Levee rehab scope of work shall include all associated work, including but not limited to site work, electrical, mechanical, plumbing, equipment, for a complete and functional facility ready for occupancy by Government personnel. Contractor is responsible for verifying quantities and measurements.

1.2.1. A Pre-Proposal Meeting will be held at the Cameron Prairie National Wildlife Refuge Fire Center Office project site. The time and date of this meeting will be mutually agreed upon by the Refuge representatives, prospective contractors, Contracting Officer and USFWS Project Manager, Betina Latiker.

1.2.2. The purpose of the meeting will be to visit the sites, review existing conditions, and discuss the performance requirements of the project. Contact the Station to obtain best access to the Refuge sites.

1.2.3. Drawings of the existing office building are NOT available.

1.4. 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

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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 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

1.5. Work is comprised of design, permitting, demolition, removal, 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. DESCRIPTION OF WORK

2.1. Rehabilitate Levee Unit 8 Perimeter at Cameron Prairie NWR (Product Data Submittal for all items in this section):

2.1.1 Rehabilitate approximately 7.42 miles of earthen embankment. Dredge canal approximately 30ft wide X 12 inches of silt from existing grade. Clear all debris and spoils. The levee is overgrown with dense vegetation. The project includes the removal and disposal of the vegetative matter on the levee approximately 10ft from banks.

2.2.1 Material disposal: Debris and material shall be exposed of offsite, per local codes and guidelines.

PART 3. CONSTRUCTION SERVICES

3.1. GENERAL

3.1.1. 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. A project schedule reflective of the critical path and other phases of the work.

3.1.2. 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.

3.1.3. 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.

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

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3.1.5. 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.

3.1.6. Utilize Subcontractors who are duly licensed and qualified to perform the Documents.

Government may reasonably object to Contractor selection of any Subcontractor.

3.1.7. Contractor 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. Laboratory shall be authorized to perform work in the state where project is located. Government may reasonably object Contractor’s selection of laboratory.

3.1.8. 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.

3.1.9. 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 and coordinate its activities with those of such separate contractors so that the completed in an orderly and coordinated manner without unreasonable disruption.

3.1.10. 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.

3.1.11. During normal working hours throughout the duration of the contract, 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.

3.1.12. Government buildings and other facilities are not available for storage of Design-

Builder's materials, equipment, and tools except for designated staging areas.

Government owned equipment is not available for Design- Builder's use to accomplish any Work.

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

3.1.14. Furnish 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. The Design-Builder is responsible for all temporary connections and disconnections. Government furnished electricity is not available for Design-Builder’s use.

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3.1.15. Provide a separate jobsite trailer for the FWS Construction Representative assigned to this project. This trailer shall be a commercial office trailer, min 8’x20’, with lights, heat, air conditioning, steps, lockable front door, layout table, acceptable chair, and tie-downs. The contractor shall be responsible for providing temporary power to this trailer for the duration of the project. The trailer shall be removed after the final inspection.

3.2. PAYMENT PROCEDURES

3.2.1. Measurement: No measurement of the work will be made unless unit prices are included in the project.

3.2.2. Payment: Payment will be made monthly for approved work performed in accordance with the contract requirements under the items listed in the Schedule of Items and based on the approved Schedule of Values.

A. Note: Undocumented changes which did not follow the RFI process outlined above may be subject to delayed or non- payment.

3.2.3. 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.

3.3. PROJECT SAFETY

3.3.1. 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 gent shall govern. See Section H of the solicitation /contract.

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 (Contractor 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.

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3.3.4. Rollover Protection and Seat Belts: In addition to the Safety and Health requirements of clause Federal Acquisition Regulation (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.

3.5.2. 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.

3.5.3. 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, 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 Contracting Officer. Work in other areas may proceed as approved by the Contracting Officer.

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

3.5.5. 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.

3.5.6. 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.

3.6. Closeout Procedures

3.6.1. Training: Thoroughly familiarize the local FWS staff with the improvements and train them to be proficient in 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 FWS 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.)

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3.6.4. 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. See Section E of the solicitation /contract.

3.7. Closeout Documents

3.7.1. Operation and Maintenance Manuals: Submit 3 copies of Operation and Maintenance manual (two to the FWS field station and one to the FWS Regional Office Engineering) 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 ed 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. As- constructed drawings shall be in .dwg and .pdf format and noted as ‘Final Construction/As-Builts’ in the revision block. Submit one set of final working drawings, one set of reproducible drawings showing as- constructed conditions, and one electronic set complying with FWS CAD Standards. Professional stamps shall be on the Final As-Built drawing sheets

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

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 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. See Section I of the solicitation /contract.

PART 4. PROJECT CONTACTS

4.1. Site Related and Access Questions shall be directed to:

Shaun Ziegler Refuge Manager, Cameron Prairie NWR U.S. Fish & Wildlife Service 209 Nature Road Lake Arthur, LA 70549 Office 337.774.5923 | Cell 318.305.9711 Email: shaun_ziegler@fws.gov mailto:shaun_ziegler@fws.gov

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4.2. Technical or Project Related Questions shall be directed to:

Betina Latiker Project Manager, S.E. Region Infrastructure Management Branch U.S. Fish & Wildlife Service 1875 Century Boulevard Atlanta, Georgia 30345 Phone: (404) 638-8482 email: betina_latiker@fws.gov

END OF STATEMENT OF WORK

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Appendix A

File details come from the government source that posted it. Updated .