Statement of Work In Ground Test Tank.pdf

Statement of Work

Request for Quotation (RFQ) Installation of In‐ground Test Tank

Naval Research Lab ‐ Key West

1. Purpose and Location of Solicitation

The contractor shall be responsible for installation of a water test tank/pool in support of Naval Research Laboratory test requirements at the following location:

Naval Research Lab – Key West

Bldg F-15, Fleming Key

Trumbo Point Annex, NASKW

Key West, Florida 33040

2. Responsibility

Contractor shall be licensed and insured to perform all installation operations and comply with all State of

Florida and Federal Laws and rules covering the installation operations performed at Naval Research Lab

(NRL).

Contractor shall comply with Naval Research Lab (NRL) requirements as defined in the contract terms and conditions.

3. Base Access Requirement

Prospective Contractor’s employees requiring access to Naval Research Lab Key West (NRL-KW) shall have or be able to obtain DBIDS access to Naval Air Station Key West, Trumbo Point Annex.

Quotations for this solicitation shall show evidence that all employees providing service have or will be able to obtain base access.

Failure to obtain or maintain base access may result in contract cancelation.

4. Equipment, Materials, and Supplies

The Contractor shall provide all tools, equipment, materials, supplies, and supervision for the duties required to install the in-ground test tank/pool at NRL-KW. The equipment, materials, and supplies used in the installation or fabrication shall be of good commercial value and unless otherwise specified, properly stored in the area designated by the Government Representative. A Material Safety Data Sheets (MSDS) or Safety Data Sheets

(SDS) will be provided for all chemicals used on site.

Contractor shall be responsible for managing all waste associated with the installation and disposal in a lawful and compliant manner.

5. Access to Site and Work Hours

Services under this contract must be performed in such a way that will minimize interruption to, or interference with, the normal operation of Government business on the premises to the extent possible. The contractor shall coordinate with the NRL onsite Facility Manager to coordinate activities and provide status against the schedule.

All installation activities will be conducted during normal business hours of the laboratory (7:30am – 4:00pm)

Monday through Friday unless specific working hour deviations have been previously arranged with the NRL facility manager.

NRL follows the NASKW tropical cyclone (Hurricane) risk management posture. In the case of a Hurricane, the

Contractor shall assist NRL in preparing for inclement weather and possible storm surge, by securing production materials and equipment belonging to the contractor. The Contractor should be aware that they may not have access to the Base during a tropical cyclone event.

6. Quality and Warranty

The Contractor will execute a Quality Plan to ensure workmanship and materials meet industry standard quality control metrics and standards.

The contractor shall warranty all materials and workmanship associated with the test tank/pool installation for a minimum of 3 years.

7. Test Tank/Pool Detail Requirements

General:

The intent of this project is to install an In-ground, research and development (R&D) test tank measuring 40’ x 25’ x

10’ deep. It is to be built inside of an existing structure (BLDG F-15) located at the US Naval Research Laboratory in Key West, FL (NRLKW). The existing building is steel frame construction with an existing concrete floor. The test tank/pool will be installed in this structure.

Any damage to the structure caused by the pool installation will be repaired by the contractor.

REQURIEMENTS FOR NRLKW F‐15C IN‐GROUND TEST TANK

1. The test tank shall meet all applicable Federal, Florida, and US Navy building codes.

2. All activities performed on-site shall be in a safe manner and in accordance with the latest OSHA regulations.

3. Prior to submitting proposals, contractors will travel on site to NRLKW to inspect the project site to discuss the proposed work with cognizant NRL engineer and satisfy themselves as to the general and local conditions that may affect the cost of performance of the work.

4. The test tank shall be constructed in accordance with the NRL provided engineering drawing. Any deviations shall be coordinated with NRLKW and the Professional Engineer for approval.

5. Plumbing routing and termination locations shall be coordinated with NRLKW. A general outline of plumbing rough-ins are outlined in the engineering drawing package.

6. The approximate tank location is shown within the provided drawing. The final, exact location of the pool will be finalized prior to beginning of construction.

7. The In-Ground test tank shall be excavated and constructed within the building shown in Figure 1.

8. Tank rebar and shooting mesh will be electrically bonded together and tested for continuity. Qty(4) ground rods will be electrically bonded to rebar and mesh and provide an external (above grade) measuring point at all four corners of the tank.

9. The offeror’s proposal shall include detail sufficient to determine the technical feasibility of their approach to excavation and construction.

10. Dewatering area/location is outlined in the provided drawing.

11. Final tank waterproofing will be Diamond Brite applied to the manufacturer’s specifications/standards

Figure 1 F‐14C FOOTPRINT