Attach-1-SOW.pdf

STATEMENT-OF-WORK OF CONSTRUCTION SERVICES

Lacassine National Wildlife Refuge Rehabilitate Route #103/104 Project

Lake Arthur, Louisiana June 8, 2020

WO #2020331707

1. GENERAL

a. Scope: Work includes supplying all labor, supervision, materials and equipment necessary to complete the rehabilitation of approximately 2.02 miles of roadway along Route #103/104, LP Entrance Easement Road. The existing road has uneven drainage, potholes and severe corrugations.

Work items include crown repair, ditch improvements, regrading and resurfacing. See Section 6 for work details.

b. Location of work: Route #103/104 is located adjacent to the Lacassine National Wildlife Refuge near Lake Arthur, Louisiana. The roadway is located within a 20-ft wide Fish and Wildlife Service easement with private property on either side. See Exhibit A & B for map showing road location.

NOTE: As of June 2020, Route #104 has been administratively combined with Route #103 and renamed Route #103. Contractor should note that all references to Route #103/104 and/or Rt. #103/104, in all contract documents, refers to work on the 2.02-mile section of Route #104 only, as shown on the attached maps, figures and photos included in the Appendices. No work shall occur on Rt. #103 (paved section) as shown on the attached maps, figures and photos in the Appendices.

c. Maximum Project Price: Reference the solicitation for a range of estimated project costs. This number shall include all construction activities for the replacement of all nine culverts.

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

e. The FWS Engineering Project Manager for this project is Christina Sorrels.

Any questions regarding the scope of work and technical matters shall be directed to Christina Sorrels, U.S. Fish and Wildlife Service, 1875 Century

Blvd., Suite 330, Atlanta, GA 30345. Telephone: (404) 638-8480. See Section G of the solicitation /contract.

f. Government Furnished Information: See Section J of the solicitation /contract.

2. CONSTRUCTION SERVICES

a. GENERAL

Following the Issuance of the Construction NTP, the contractor shall:

i. Provide the following items to the COR at the Preconstruction Meeting for approval and amendment into the contract file:

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

ii. 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.

iii. 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.

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

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

vi. Utilize Subcontractors who are duly licensed and qualified to perform the Work consistent with the Contract Documents. Government may reasonably object to contractor’s selection of any Subcontractor.

vii. Assume responsibility for quality control of its own work and work performed by its subcontractors and their sub-subcontractors. The contractor shall provide and pay for the services of an independent construction materials testing laboratory accredited by an acceptable laboratory accreditation authority. Any independent testing laboratory shall be authorized to perform work in the state where project is located. Government may reasonably object to contractor’s selection of laboratory.

viii. 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.

ix. 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, the contractor will reasonably cooperate and coordinate its activities with those of such separate contractors so that the Project can be completed in an orderly and coordinated manner without unreasonable disruption.

x. Minimize creation of construction and demolition waste. Minimize factors that contribute to waste such as over-packaging, improper storage, ordering error, poor planning, breakage, mishandling, and contamination. Dispose of all materials not salvaged, reused, or recycled legally, off-site, in licensed disposal facilities.

xi. 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.

xii. 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.

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

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

xv. 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; 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 contractor is responsible for all temporary connections and disconnections. Government furnished electricity is not available for contractor’s use.

b. COMMUNICATION

i. The intent of the communication process is for the contractor to address all Submittal Reviews for compliance with the construction documents. This allows the contractor to maintain Quality Control.

However, in this process, the FWS Project Manager must be in the information loop for Quality Assurance purposes.

1. Submittals: The contractor shall utilize the following protocol:

a. Submittals for this project shall include, but not limited to:

i. NA

b. Submittals shall be reviewed and approved by Prime Contractor prior to submittal to FWS.

c. FWS Concurrence: Provide the FWS Engineering Project Manager with (4) copy of the approved submittal within (2) business days of the approval date.

d. FWS Engineering Project Manager shall provide review of submittals within 14 business days.

e. Site Responsibility: The Site Superintendent shall maintain a file of approved submittals for reference purposes.

2. Note: Any delays resulting from FWS questions/stoppages due to a lack of information flow from the contractor will not be entertained for monetary damages.

c. PAYMENT PROCEDURES

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

ii. 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.

iii. 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.

1. Payment Request Data: In addition to data required by the Contracting Officer: (a) 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 (b) Submit updated construction schedule identifying actual work complete.

d. PROJECT SAFETY

i. The contractor 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. Ensure that all onsite activities, equipment, and facilities constructed by the contractor, 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 contractor shall adhere to all current Federal, State and local safety requirements. In the event where any safety standard referenced herein conflicts with another, the more stringent shall govern. See Section H of the solicitation /contract.

ii. Active and Inactive Utilities: Before work begins, the contractor shall coordinate with local utility companies to locate and protect all utilities traversing the Project.

iii. Maintain in operating condition all active utilities serving other facilities. Repair any damage to active utilities servicing remaining facilities. All work will be in accordance with local, state and national building codes and local regulations governing the utility concerned.

iv. The contractor shall 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 (contractors and subcontractors) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

v. The contractor shall install and maintain 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.

vi. 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, the contractor rollover protection and seat belts required by 29CFR 1926 (OSHA) shall be extended to include equipment regardless of the year of manufacture.

e. Work Hours: See Section H of the solicitation /contract.

f. Protections:

i. The contractor shall 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.

ii. The contractor shall 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.

iii. The contractor shall immediately stop work if paleontological, archaeological or historical remains (including burials or skeletal material) are encountered, and immediately 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 written order from the Contracting Officer. Work in other areas may proceed as approved by the Contracting Officer.

iv. The contractor shall protect adjacent vegetation, property, structures, and improvements from damage. See Section I of the solicitation /contract.

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

vi. Clearing limits and working limits shall be limited to the existing cleared extents of the Rt. #103/104 Road or as 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.

g. Closeout Procedures

i. 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’s 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.

h. Closeout Documents

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

ii. 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.

5. GOVERNMENT RESPONSIBILITIES

a. DUTY TO COOPERATE:

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

ii. Government will provide timely reviews and approvals of interim submissions and Construction Documents consistent with the turnaround times set forth in contract terms.

b. Separate Contractors: Government is responsible for all work performed at the site by separate contractors, if any, under their control. Government will contractually require its separate contractors to cooperate with each other.

6. SPECIFIC PROJECT REQUIREMENTS

a. Mobilization, General Contract Administration and Project Management:

i. CLIN 100: This item shall include all mobilization costs, contract administration and project management to comply with Sections 2 through 5 above.

b. Road Rehabilitation work includes,

i. CLIN 200: Reconstruct approximately 2.02 miles of existing two-lane compacted gravel roadway. See Appendix B, C.

1. Provide a smooth travelway surface free of corrugations and potholes by grading and reshaping.

2. Re-establish 2% min. cross-slope (crown).

3. Each travel-lane shall be 10-ft width.

4. Shoulder shall be 2-ft.max. on each side of roadway.

5. Extents of reconstruction shall remain within the existing roadway + shoulder extents.

ii. CLIN 300: Reconstruct approximately 2.02-miles of existing roadway drainage ditch on east side of roadway.

1. Clean and clear ditches of vegetation, debris and obstructions to ensure adequate water flow off roadway and to roadside drainage features.

2. Retain and protect all existing drainage features/culverts.

3. No ditch work shall occur on west side of road.

iii. CLIN 400: Roadway aggregate surfacing.

1. Place and compact Class 610 aggregate on the approx. 2.02-mile reconstructed roadway section, above. See Appendix C.

2. Total aggregate width shall be 24-ft, or within the existing roadway footprint.

3. Depth shall be 6-inch (min.), compacted.

APPENDIX A:

Project Location Map

Lacassine NWR

Road Location Map

Project Road

NOTE: As of June 2020, Route #104 has been administratively combined with Route #103 and renamed Route #103.

Contractor should note that all references to Route #103/104 and/or Rt. #103/104 refer to work on the 2.02-mile section, Route #104 only, as shown on the attached maps, figures and photos.

No work shall occur on Rt. #103 (paved section) as shown on the attached maps, figures and photos.

Appendix B – Photos of Rt #103/104 (2011)

Note: Above photos are from 2011 and are not representative of current travelway conditions.

Photos show for reference only.

EAST WEST

WEST EAST

Remove vegetation and debris from drainage ditch along east side of roadway.

Agricultural Canal along west side of road is on private property. Do not disturb.

No work items.

2-ft (max.)

Shoulder

2-ft (max.)

Shoulder

APPENDIX C

TYPICAL ROAD SECTION AND NOTES

Notes:

i. All construction shall meet Cameron Parish Standards and Requirements.

ii. Aggregate surface methods and materials shall meet Louisiana Department of Transportation (LDOT) Specifications.

iii. Retain and project any drainage structures and/or culverts during roadway rehabilitation.

iv. Extends of roadway rehabilitation work shall not exceed the current footprint of the road.

END STATEMENT OF WORK

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