SOW AGE.docx

EGLIN AFB, FL

Dispenser Sump and Spill Buckets Replacement - AGE

22 August 2024

STATEMENT OF WORK

Project Manager

Tommy A Miller Jr

TABLE OF CONTENTS

SUBJECT PAGE

1. PROJECT………………………………………………………………………….. 3

2. MOBILIZATION/SAFETY………………………………………………………. 3

3. SCOPE OF WORK………………………………………………………………… 3

3.1. DISPENSER SUMP…………………………………………………………… 3

3.2. SPILL BUCKET………………………………………………………………. 4

3.3. POST COMPLETION………………………………………………………… 4

4. LOCATION………………………………………………………………………….. 5

5. SPECIAL INSTRUCTIONS………………………………………………………… 5

Dispenser Sump and Spill Buckets Replacement - AGE

22 August 2024

1. PROJECT

The state of Florida requires an annual hydrostatic test of your single wall spill bucket and a three-year hydrostatic test for the Dispenser Liner.

The spill bucket underneath the fill port and the dispenser liner underneath the dispenser failed the annual hydrostatic test at AGE (facilities 109 and 111). This test is mandated by the state regulatory board for fueling stations. There is an urgent need to replace one dispenser sump and one single wall bucket at AGE (facilities 109 and 111). State officials will have to close the fueling station, disrupting the mission, if the replacements are not made in time.

On July 9, 2024, a meeting was held between the leadership of CE and the 796 Liquid Fuels Maintenance Specialist (Mr. Tommy Miller).

The key elements (salient features) of the replacement parts (2 Dispenser Sump assemblies and 1 Spill Bucket assembly) were decided upon during the meeting.

The approved NextGenIT Work Task IDs are 15053447 and 15053455.

2. MOBILIZATION/BASIC SAFETY

The contractor shall coordinate with the government to move workers, materials, and equipment to the jobsite. The contractor shall ensure that no stray energy reaches the components being repaired or replaced. To ensure worker safety, electrical connections to the fuel system shall be locked/tagged out. For safety, an explosive limit detector shall be used to sample the air in the sump pumps and excavations before anyone enters. The contractor shall power wash the dispenser pans and fill buckets. It is the contractor’s responsibility to ensure the completed project meets all applicable current codes, regulations, guidelines, manuals, acts, laws and standards. Materials shall be GSA approved or equal where applicable. Conduct a site visit prior to bid to assess exact site conditions.

3. SCOPE OF WORK

Replace two dispenser sumps and one spill bucket. Details provided in Sections 3.1. and 3.2. below.

3.1. DISPENSER SUMP OR DIESEL UNDER DISPENSER CONTAINMENT (UDC) REPLACEMENT

The contractor will disconnect the dispenser's electrical connections. The fuel pipe at the dispenser will be unplugged and drained. Before being reinstalled, the dispenser will be removed and placed aside in a secure location. The contractor will plan an area around the dispenser (about 8' L x 5' W). This area will be sawcut and demolished. The debris will be properly disposed of.

The contractor shall excavate down to reveal the dispenser pan as needed.

According to FDEP, fuel piping is double-walled fiberglass. The fuel piping and conduit will be cut back, and the dispenser pan demolished.

Install new UDC sump. Install new entry boot as per the manufacturer’s instructions.

Connect new section of fiberglass pipe well to the existing pipe and install into the UDC.

New portions of conduit shall be rerouted to the outside of the conduit less UDC. Install shear valve brackets and shear valves.

Contractor shall hydro-test the UDC for tightness after the proper cure time of adhesives.

Backfill the excavated material. The cut faces of concrete will be drilled for the installation of concrete pins. Use a minimum 5000 psi rated concrete mix. Remount the dispenser into the existing position. Reconnect the dispenser to the fuel and conduit connections. Reenergized and be checked the equipment for normal operation.

3.2. SPILL BUCKET OR DIESEL FILL BUCKET REPLACEMENT

Sample the air in the fill bucket with an explosive limit detector for safety.

The overfill valve, cap, adaptor and nipple shall be removed and disposed of.

Any liquids or debris shall be removed from the fill bucket and properly disposed of.

Sawcut and demo around the DSL fill bucket (approx. 3’ L x 3’ W). The concrete will be properly disposed of. Excavate in order to expose the fill bucket. Remove and dispose the existing fill bucket.

Install new OPW EDGE Double Wall Spill Container, Part number 1C-3112D, or equal. (set above grade for a water runoff).

Conduct a hydro/vacuum test to the new fill bucket.

Install new nipple, cap adaptor, cap and overfill valve for the fill bucket. Set the overfill drop tube to 95% shut-off. Backfill the excavation. Drill holes into the cut faces of concrete for the installation of concrete pins. Use a minimum 5000 psi rated concrete mix and paint the lid to API color standards.

3.3. POST COMPLETION

The site shall be cleaned of any debris generated by the Contractor.

The consumer shall receive all the test records/reports.

4. LOCATION

Work area is in the vicinity of facility numbers 109 and 111.

Contact Tommy A Miller Jr at Tommy.miller.3@us.af.mil to coordinate access to the facility and spaces. Briefings will follow initial contact for information re. Deliveries, lay-down areas, and phasing.

5. SPECIAL INSTRUCTIONS

The work shall be designed to comply with all applicable Federal, State and local requirements and other standards referenced herein. The Florida Department of Environmental Protection regulations referenced in this SOW are considered as contract documents; thus, shall be applied to all work performed under this contract.

a) Site Visit: The Contractor is responsible for visiting the project site to obtain a firsthand look at existing conditions. The Contractor shall validate all materials and labor indicated in field and advise Contracting Officer of any significant variations. The Contractor is also responsible to meet with the project manager, security manager, user, and Contracting Officer before submitting a cost proposal to validate intent of scope. The purpose of this meeting is to address any scope questions prior to price submission.

The Contracting Officer will schedule the date and time of a Site Visit to visually assess the existing condition of the project area. Any verbal questions at the Site Visit shall be addressed to the Contracting Officer. After the Site Visit, any concerns or questions shall be in writing, directed to the Contracting Officer.

b) Base Access: Any person, individual, entity, or company requiring base access shall contact the Contracting Officer to obtain and process an access permit. Current Photo Identification, Current Driver’s License, Current Registration, and Current Vehicle Insurance shall be required for vehicle access pass. Allow up to 10 days for Base access. Base Contracting can submit completed Base Access Requests for up to six-months. Commercial vehicles shall use the Contractor’s Gate and are subject to search. The entire contractor workforce shall be U.S. citizens.

c) Phasing: Work areas shall be isolated and in compliance with base regulations to reduce disturbance to personnel working around the area. Evening and weekend work hours, if approved by the Government, shall be coordinated in advance with the Air Force project manager. Contractor is required to coordinate with base personnel to access all facilities, some facilities are secure areas and have limited access times.

d) Performance Time:

The Period of Performance for the design and construction will be 30 calendar days. Any work performed on federal holidays must be coordinated with the Contracting Officer. Work shall be performed during the facilities normal work hours: 0700 – 1700.

e) Permits: The Contractor shall be responsible for obtaining the permits required to perform this project including digging permits, storm water, burning permits, and NPDES permits.

f) Point of Contact: Government project manager for this project is: Tommy A Miller Jr at Tommy.miller.3@us.af.mil

Attachments:

1. Quote_EA11122904 Eglin AFB AGE

END OF SECTION

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