SOW Fuel Tank Repairs.docx

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SCOPE OF SERVICES FOR

FUEL TANK REPAIRS

DISTRICT 7

BASE BORINQUEN

FACILITIES ENGINEERING

BASE DETACHMENT BORINQUEN

260 GUARD ROAD

AGUADILLA, PR 00603

- SCOPE OF WORK –

FUEL TANK REPAIRS

AT

U.S.C.G. BASE BORINQUEN,PR 00603

May 2024

PART 1 – STATEMENT OF WORK

1.1 Project Overview: The project involves the repair and restoration of ten above-ground diesel fuel tank located at USCG Bas Borinquen. The tanks have been in service for many years and are exhibiting signs of corrosion and need of maintenance. The objective of the project is to restore the tank to a safe, compliant, and fully operational condition. The primary objectives of the fuel tank repair project are to: Identify and address all areas of corrosion, leakage, or structural damage. Extend the service life of the tank. Ensure compliance with all relevant environmental, safety, and industry standards.

1.2 SCOPE: Provide all personnel, labor, equipment, materials, tools, supervision, and other items necessary for repairs of all fuel tanks.

The work includes, but is not limited to the following:

1.2.1 Repairs: The scope of repairs includes, but is not limited to, the following activities: Provide plan of work to be performed for approval of Environmental Protection Specialist. Provide fuel storage containers (gas/diesel), drain and filter fuel for refilling tanks, and clean the tank, followed by degassing to ensure a safe work environment. Visual and non-destructive testing (NDT) inspection of the tank's walls, seams, and fittings to identify areas of corrosion, pitting, or other damage. Repair or replacement of damaged components, including the application of welding, sealing, or lining as necessary.

1.2.2 Application: of a corrosion-resistant coating to the interior and exterior surfaces of the tank, in accordance with industry standards. Installation of new fittings, valves, and gauges as needed to ensure proper functionality. Replacement of venting systems, provided by USCG. Hydrostatic testing of the repaired tank to verify structural integrity and leak-tightness. All the tanks will pressure washed and repainted and properly labeled for safety and use. See Appendix:

1.2.3 Installation of New Vents: Proper installation of new venting equipment, including vents, valves, gauges, and associated piping, in accordance with manufacturer specifications and industry best practices. Pressure testing and leak checks to ensure the integrity of the new venting system and to verify that it functions as intended.

1.2.4 Surface Preparation: Inspection of the tank surfaces to assess the condition of existing coatings, if any, and to identify any areas of corrosion, rust, or damage. Cleaning of the tank surfaces to remove dirt, oil, and other contaminants. Removal of existing paint or coatings if they are deteriorated or incompatible with the new coating system.

1.2.5 Coating Selection and Application: Selection of appropriate coatings based on the type of fuel stored, environmental conditions, and regulatory requirements. Application of primer and topcoat in accordance with manufacturer specifications and industry best practices to ensure proper adhesion and corrosion protection. Adherence to safety protocols during the coating application process, including proper ventilation and the use of personal protective equipment.

1.2.6 Labeling and Marking: Installation of clear, durable labels and markings on the tanks to indicate the contents, warnings, emergency contact information, and other required information as per regulatory standards. Use of high-visibility, weather-resistant materials for labeling to ensure long-term legibility.

1.2.7 Safety Measures: All repair activities must adhere to strict safety protocols, including use of personal protective equipment (PPE) by all personnel involved in the repair work. Implementation of proper ventilation and confined space entry procedures during tank cleaning and repair. Compliance with OSHA and other relevant safety regulations.

1.2.8 Materials and Equipment: The repair contractor is responsible for providing all necessary materials, tools, and equipment, including but not limited to: Abrasive blasting equipment for surface preparation. Corrosion-resistant coatings and linings. Welding equipment and consumables. NDT inspection tools. Hydrostatic testing equipment.

1.2.9 Quality Standards: All repair work must adhere to the following quality standards and codes: API 653: Tank Inspection, Repair, Alteration, and Reconstruction. AWS D1.1: Structural Welding Code Steel. NACE SP0198: Control of Corrosion Under Thermal Insulation and Fireproofing Materials.

1.2.10 Environmental Considerations: The contractor must implement measures to minimize environmental impact, including proper containment and disposal of waste materials, and compliance with local environmental regulations. The tank shall be labeled/marked/placard IAW (In Accordance With) Base Borinquen SPCC (Spill Prevention, Control, and Countermeasure) plan. If the fuel removed is not able to be placed back into the tanks for any reason the fuel shall either be recycled or if necessary, go out as a waste IAW EPA/Puerto Rico waste rules and any hazardous waste must go out under the unit's EPA ID number. This must be coordinated with the unit Environmental Protection Specialists and Facility Engineer. The laydown of any equipment shall be placed on an already disturbed area and not on a grassy area to minimize impacts. The transfer of any fuel must be completed IAW the unit SPCC plan.

1.2.11 Project Timeline: The repair project is expected to commence on [TBD] and be completed within a period of 6 weeks, subject to unforeseen circumstances.

1.2.12 Documentation and Reporting: The contractor is responsible for maintaining detailed documentation, including daily progress reports. Inspection and test reports. Material certifications. As-built drawings and records of repairs.

1.2.13 Compliance and Regulations: All repair work must comply with all safety, environmental and transportation local, state, and federal regulations, as well as industry standards for fuel tank repairs. Must provide all SDS. All materials left over must be removed from site after completing project.

1.3 INSPECTION PRIOR TO BID: Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. The site visit will be predetermined by the Contracting Officer and will be displayed on the Bid Requests. All site visit arrangements should be made by contacting LT Clara E. Dahill at (787) 975-9470 or Clara.E.Dahill-Baue@uscg.mil at least three days prior to the site visit date. Prospective bidders must have a copy of this SOW to gain access to the Housing areas. Have a valid driver’s license, vehicle registration and no firearms.

1.4 SUBMITAL OF QUOTES: Quotes with a detailed and complete breakdown of all labor, equipment, and material (separately) shall be submitted by e-mail to the Contracting Officer.

1.5 HOURS OF OPERATION: The services under this contract shall be performed during the normal duty hours indicated as, 7:00 AM to 3:30 PM, Mondays through Fridays (excluding federal holidays), except as otherwise authorized by the Contracting Officer Representative.

1.6 AVAILABILITY OF UTILITY SERVICES: Reasonable amounts of electricity and potable water will be available to the Contractor without cost. The Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. The Contractor shall be responsible for making connections. Temporary toilet facilities shall be provided and maintained by the Contractor for personnel.

1.7 CONTRACTOR SAFETY, SECURITY AND USE OF PREMISES: The Contractor will be working on a Coast Guard military installation and must be familiar with and obey established fire, safety, environmental and security regulations.

1.7.1 Security Passes: Contractor personnel shall obtain security passes from the Security Office prior to beginning work and must always carry this ID while working on this project. Each employee must show a valid driver’s license, birth certificate or company ID card to be issued a security pass. The Security Office, Building 146 Wing Road, is open to contractors for ID issuance Monday thru Thursday, 0800 – 1200. Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the Contracting Officer's Representative (COR).

1.7.2 Safety Practices: The Contractor shall ensure that the work area is clearly marked at all times and take necessary precautions to ensure safety hazards are minimized and mitigated. Perform and conduct the work to minimize obstruction to the paved driveways and parking and walkway area, and other interference with Coast Guard operations. Contractor must follow the latest OSHA regulations on this project. The contractor shall prepare a Job Safety Analysis (JSA) and turn into COR. The contractor shall certify that all contracted personnel is qualified and trained in Safe Work Practices, Personal Protective Equipment (PPE) and Hazard Communication (HazCom and SDS). In the event of an accident, report immediately to COR and prepare an incident report.

1.7.3 Hazardous Materials: The Contractor shall provide the Government with a list of all hazardous materials to be used in the performance of this project and ensure Safety Data Sheets (SDS) are available at the work site for all hazardous materials used. The Contractor shall provide and have at hand spill kit materials and containers to collect any spillage. Immediately contain and clean up the release or spill of any hazardous material and report the incident to the Environmental Protection Specialist, Mr. William González Hernandez at (787) 600-2672 or William.GonzalezHernandez@uscg.mil. The contractor shall not use any toxic substances materials as Asbestos, PCB, Lead, or prohibited refrigerants.

1.7.4 Equipment, Tools, and Vehicles: The contractor shall inspect on a daily basis and ensure that all equipment, tools, and vehicles:

· Do not have leaks and/or deteriorated hydraulic hoses.

· All electrical cords and electrical extensions need to be in good conditions.

· Ladders need to be in good conditions and comply with the user’s weight.

1.7.5 Protection of Property: The Contractor shall protect the existing surrounding equipment, personal belongings, and property during the course of this work. Any damage caused by the Contractor shall be corrected at Contractor’s expense. The Contractor will be responsible for repair of any damage incurred to turf, landscaping, buildings, utilities, or pavement as a result of their work at no additional cost to the government.

PART 2 – GENERAL REQUIREMENTS

2.1 The Contractor is responsible for verifying all dimensions, quantities, and conditions at the job site prior to commencing work.

2.2 Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government.

2.3 Contractor shall be required to commence work under this contract within the next days after notice to proceed (NTP) given by the Contracting Officer. The project shall be completed within 45 days after commencement for a total of 50 days. The 50 days will include the time for submittals review and approved and to complete all project records (closeout documents). Any weather delays shall be immediately notified to the Contracting Officer.

2.4 Contractor shall submit a schedule of activities prior project start and a two (2) day activity vision plan for the project.

2.5 The project is located at:

USCG Base Borinquen, 260 Hanger Road, Aguadilla, Puerto Rico 00603

2.6 Contractor shall request final inspection prior to departing the worksite. The Contractor shall request final inspection with at least 2 working days in advance for proper coordination and approval. The Contractor shall provide any materials, labor and equipment and others to provide a usable and complete project.

2.7 Contractor shall coordinate all work with the USCG Facilities Engineering Department (COR) Mr. Hector Laguer at (787)629-9556, the Facilities Engineer LT Clara E. Dahill-Baue at (787)975-9470, Housing Officer, and Environmental staff. Notify the USCG Facilities Engineering Department at least 3 working days in advance of work at the site to allow the USCG to provide notification to affected users.

2.8 The Contractor is authorized to work from 7:00 am – 4:00 pm Monday to Friday. Contractor shall provide the Contracting Officer with of names of all personnel who will be working on the site. The contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site. All personnel shall carry proper identification (ID) when on site. Proper ID is defined as either the individual’s driver’s license ID or passport. The identification must be laminated and show facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

2.9 Warranty Document: Document shall state the manufacturer and/or contractor shall repair or replace the complete component if deterioration is caused by defective materials or workmanship. Also included shall be a paragraph certifying that all work was performed according to manufacturer’s recommendations. In addition, warranty shall specify that in the event of any deficiency created by an “Act of God” or any other event, if the contractor with the same original product does the repairs, the contractor shall continue honoring the existing warranty. Document shall be submitted to the COR or Facilities Manager Engineer for record.

2.10 The Contractor shall comply with the Immigration and Nationality Act (INA).

2.11 Contractor shall clean job site daily and dispose debris outside of USCG property.

2.12 Contractor shall conduct operations to cause the least possible interference with the normal operations, streets, driveways, parking areas and others.

2.13 Contractor shall store materials only in locations authorized by the Contracting Officer. No fire and hazardous materials or flammable liquids shall be stored or otherwise maintained within a building or structure, except as approved, and in accordance with the local fire regulations.

2.14 Contractor shall comply with all safety requirements, personnel protective equipment (PPE) and OSHA Safety and Health Standards Digest, latest version, in all their activities and operations to perform the work. The Contractor shall comply with EM-385 and PROSHA requirements.

2.15 Cleaning up: All clothes, cotton, wastes, sanding disks, and other cleaning materials which might constitute a fire hazard shall be placed in a metal container or destroyed at the end of each workday. Upon completion of the work, all staging, containers, and debris shall be removed from the site. Adjacent areas and surfaces negatively affected during the performance of this contract shall be left clean and returned to the original condition. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpster to dispose of cleaning materials.

2.16 Protection of Premises: The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of their operations. Existing property so damaged shall be promptly restored, repaired, or replaced to its original condition by the Contractor at their own expense.

2.17 Contractor shall coordinate all required work with the USCG Facilities Engineering Department, LT Clara E. Dahill Baue via e-mail at Clara.E.Dahill-Baue@uscg.mil, tel: (787) 975-9470.

APPENDIX:

Base Borinquen

*** END ***

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RPUID USCG Base Borinquen Tanks Repairs project 2024.docx Appendix: USCG Base Borinquen

Repairs to existing tanks:

1. Tank #1 – AST-19 of 550-gal diesel

RPUID # 59293

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and bollards and repaint (same color)

c. Safety and warning stickers signs supply and installation.

d. Install two ventilation valves (supply by USCG)

e. Installation of Leak Detection Gauge (supply by Contractor)

f. Piping damaged and needs replacement.

2. Tank #2 – AST-18

RPUID #59295

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation.

d. Install one ventilation valves (supply by USCG)

e. Installation of Leak Detection Gauge (supply by Contractor)

3. Tank #3 – AST-16 / 4,000-gal diesel

RPUID # 68653

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and bollards and repaint (same color)

c. Safety and warning stickers signs supply and installation.

d. Install one ventilation valves (supply by USCG)

e. Installation of Leak Detection Gauge (supply by Contractor)

f. Tank top nozzles needs repairs (corroded)

g. Piping damaged and needs replacement (corroded)

h. Top Fill Spill Containers replacement (supply by Contractor)

4. Tank #4 – AST-17 / 4,000-gal gasoline

RPUID # 68653

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and bollards and repaint (same color)

c. Safety and warning stickers signs supply and installation.

d. Install one ventilation valves (supply by USCG)

e. Installation of Leak Detection Gauge (supply by Contractor)

f. Tank top nozzles needs repairs (corroded)

g. Piping damaged and needs replacement (corroded)

5. Tank #5 – 10,000-gal wastewater

RPUID # 69396

a. Existing tank and pedestal pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation

6. Tank #6 – AST-12 / 100-gal diesel

RPUID # 59305

a. Existing tank and concrete dike pressure wash and repaint (same color) / Internally resurface with epoxy that will resist petroleum-based material (Diesel)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation

d. Install one ventilation valves (supply by USCG)

e. Install level gauge valves (supply by contractor)

7. Tank #7 – AST-13 / 550-gal diesel

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and bollards and repaint (same color)

c. Safety and warning stickers signs supply and installation

8. Tank #8 – AST-21 / 500-gal diesel

RPUID # 59308

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation

d. Install one level gauge (supply by Contractor)

e. Install one leak detention gauge (supply by Contractor)

f. Replace two caps (supply by Contractor)

g. Install one ventilation valves (supply by USCG)

h. Replace one intake cap/bowl (supply by Contractor)

9. Tank #9 – AST-11 / 2,000-gal diesel

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation

d. Install one level gauge (supply by Contractor)

e. Install one leak detention gauge (supply by Contractor)

f. Replace two caps (supply by Contractor)

g. Install two ventilation valves (supply by USCG)

10. Tank #10 – AST-03 / 550-gal diesel

RPUID # 59273

a. Existing tank pressure wash and repaint (same color)

b. Wire brush existing corrosion spots on existing supply/return pipes and repaint (same color)

c. Safety and warning stickers signs supply and installation

d. Install one level gauge (supply by Contractor)

e. Install one leak detention gauge (supply by Contractor)

f. Replace two caps (supply by Contractor)

g. Install two ventilation valves (supply by USCG)

h. Piping damaged and needs replacement (corroded) image6.jpeg image7.jpeg image8.jpeg image9.jpeg image10.jpeg image11.png image12.jpeg image13.jpeg image14.jpeg image15.jpeg image16.jpeg image17.jpeg image18.jpeg image19.jpeg image20.jpeg image21.jpeg image22.jpeg image23.jpeg image24.jpeg image25.jpeg image26.png image1.jpeg image2.jpeg image3.jpeg image4.jpeg image5.jpeg