Attachment_2_Statement_of_Work.pdf

STATEMENT OF WORK

Project: Repair Mallard Point Levee.

Instructions: Complete all Bold Elements below and mark N/A for elements that are not applicable and delete sub elements. This will ensure that each element is considered.

1. General:

1.1 Describes the project in general terms. (Who (Field Office, complete address, zip + 4 )), What (Type of Service (NAICS) and Title), and Where (the work site). Clarks River NWR, 91 U.S. Hwy 641 North, Benton, KY, 42025-0089; Install 5’ x 90’ corrugated pipe in existing earthen levee; Work will be conducted approximately 8 miles west of Benton, Ky near the community of Sharp Elva, KY.

1.2 Purpose/End Application: Briefly state the purpose of the project or Why the project is being pursued and desired outcome. If applicable, note how this requirement relates to other projects or requirements in process. The purpose of the project is to enhance stream drainage beneath existing roadbed. Drainage is currently being accomplished through a ‘5 x 90’ corrugated pipe. Project goal is to double the current drainage capacity.

1.3 Contractor Qualifications: State in terms to maximize competition and include relevant experience and/or required (by law) certifications.

1.4 Other: Include, a relevant statutory authority, regulations, and/or references, pertinent background materials, or other relevant info. For extended information, reference an attachment or digital reference is recommended.

2. Place of Performance and Period of Performance (Where and When) the project is being completed. The project area is located approximately 8 miles west of Benton, KY near the community of Sharpe Elva, KY. The site specific area is referred to as the Mallard Unit of the Clarks River NWR. The project work should be completed by September 1st 2023.

2.1 Annotate the complete address and zip + 4 or closest complete address and zip + 4. Annotate if work is to be performed at the contractor site. The closest completed address to the work site is 2539 Oak Level-Elva Rd, Symsonia, KY 42082.

2.2 Annotate the Performance start and end date. Annotate any conditions, limitations, or windows of opportunity impacted by the habitat, seasons or weather, or other projects. August 15th 2022-September 1st 2023; Work will need to be performed during the dry season which typically occurs during the months of June-October; Project work will not be feasible during the months of November-April due to seasonal conditions, public hunting seasons, and waterfowl sanctuary timeframes.

2.3 Normal duty hours Monday thru Friday 8:00 a.m. - 4:30 p.m. In the event of emergencies, Contractor shall provide contact information. Normal duty hours are 7:30 am -5:00 pm, M-F.

Emergency Contact is Michael Johnson, Refuge Manager, Cell 270-703-2964

2.4 Non-duty hours include week nights, weekends, and Government holidays (New Year’s Day, Martin Luther King JR.s’s Birthday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran’s Day, Thanksgiving Day, Christmas Day). Non-duty hours include week nights, weekends, and Government holidays.

3. Scope

3.1 This element does not repeat what is stated above and is technical to the extent of the requirement; describe more precisely what is expected of the contractor, not how to perform the work, (leave actual deliverables out of this element; annotate activities such as meetings, management requirements, strategy and any specialized expertise and services, training, and documentation (will be included in paragraph 4); use "shall" statements to make requirements binding. The contractor shall provide a 60 inch x 30 foot 14 guage 5x1 poly coated corrugated culvert and band. The contractor shall install 60 inch x 90 foot poly coated corrugated culvert adjacent to existing culvert at the appropriate elevation to enhance drainage. The contractor shall ensure compaction of fill over culvert is adequate to prevent levee/road loss during any subsequent rain events. The contractor shall armor levee on both the inlet and outlet sides to prevent erosion and potential cutting associated with rain and flood events. The contractor shall restore road work area to conditions that pre construction conditions or better.

4. Deliverables and/or Delivery Schedule: (for extended list a bid schedule and/or use of line item detail on the PR is recommended)

4.1 Clearly state the deliverables required, the schedule for delivery, the quantities, schedule (for multiple items). 60 inch x 30 foot, 14 guage 5x1 poly coated corrugated culvert and band; Installation of 60 inch x 90 foot poly coated corrugated culvert in existing levee/roadbed; armoring of inlet and outlet ends of the newly installed pipe; restore road construction area to pre construction conditions or better.

4.2 Identify the type of documentation (printed and electronic-such as manuals) to be provided, as well as those quality indicators desired by the Government. N/A

5. Data Management Plan (DMP) for Science Data Agency Reference. The general criteria is if the contract has a data collection component. Ideally, these requirements are flagged by the different program data stewards. Use the following link to establish if a DMP exists and for template for developing a DMP. https://sites.google.com/a/fws.gov/rims3 Before submitting the SOW delete the link. N/A

5.1 Annotate if a DMP is being used for data collection, when data is collected for a decision document, when new data is collected in the field, or with continued data collection such as in https://sites.google.com/a/fws.gov/rims3 annual surveys. If a DMP is not relevant for ADHOC or when downloading existing data from the internet so state. NOTE: The Project Lead or technical cognizant has used discretion as to whether or not a DMP is relevant or not relevant and has determined it to be ___relevant or ___ not relevant . N/A

5.2 If the Plan is to be a deliverable as a prerequisite to data collection, so state and note as a deliverable in the Deliverable Element (above). OR N/A

5.3 If the Plan exists and will be available as Government Furnished Information, so state and note as GFI in the GFI Element (below) and attach or reference the Plan. N/A

6. Government-Furnished Equipment (GFE) / Government-Furnished Information

(GFI)

6.1 Identify any Government-furnished equipment (GPE) and Government- furnished information (GFI) or note N/A 2ea - 60 inch x 30 foot sections of poly coated corrugated pipe (a total of 60 foot which is to be added to the 30 foot section provided by the contractor) and 2 bands.

6.2 Identify any limitations. None known

7. Evaluation and Acceptance

7.1 The contractor will be evaluated as detailed herein. Government acceptance is contingent upon: [Either state generally or reference the table in 8.2 if used].

8. Quality Control/Quality Assurance:

8.1 For commercial supplies reference clauses for inspection and acceptance. Where appropriate, QC will be maintained according to industry standards and made available to the agency with the contractor’s proposal.

8.2 Identify and detail measures for assessing quality control and acceptance; each requirement is unique and a table format is visually friendly and may be desirable.

9. Technical Coordinator: TBD

9.1 Identify the primary individual responsible for the final product or service. This individual is ordinarily the author of this document, the Program Manager, or other. Include the Name, title, address, phone number and email for each individual.

9.2 Identify the secondary or co-individual responsible with same pertinent information.