26Q0022_SOW.docx

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Control Inspection of Graving Dock Federal contract opportunity
Solicitation number
N5523626Q0022
Issued by
Department of the Navy Naval Sea Systems Command

About this file

This is a Statement of Work (SOW) for control inspection services of Naval Base San Diego's Graving Dock #1 under the Southwest Regional Maintenance Center (SWRMC) Code 980 Dry Dock Division. The vendor must provide a qualified inspection team to conduct a comprehensive control inspection in accordance with MIL-STD 1625D, including overall management and observation of operational tests, structural surveys, and equipment functionality assessments. The inspection scope encompasses the graving dock's fundamental structures (walls, walers, tie-rods, pile caps, fenders, coping, floor, gate anchors, sump pit, and related components), caisson gate operations, flooding/dewatering apparatus, mechanical and electrical systems, utility connections, firefighting equipment, and vessel handling equipment. Key inspection activities include observing at least one complete flooding and dewatering evolution during a docking or undocking operation, monitoring capstan operations and caisson gate functionality, evaluating the material condition of above-water structures and caisson components including rubber seals and keel blocks, and reviewing hydrographic survey data of the approach channel.

The Period of Performance is March 17-18, 2026, with the delivery location at U.S. Navy San Diego Graving Dock, Southwest Regional Maintenance Center, Bainbridge Street Building 82, 2nd Floor, San Diego, CA 92136. SWRMC will provide support by conducting flow and pressure tests with results sent to the vendor for inclusion in the control inspection report, and by providing government staff to safely escort vendor personnel into non-confined spaces such as sumps, drainage culverts, and service tunnels. The contract is a total small business set-aside processed under FAR Parts 12 and 13, with NAICS code 541330 (Engineering Services). Points of contact include Dry Dock Dockmaster Jacob Busby, Dry Docking Division Head Jeffrey Weber, Dry Branch Head Raymond Skillman, and supply specialists Marquita Speed and Amanda Lee. Any defective repairs covered under the contract must be corrected by the vendor at no additional cost to the Government.

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Text version

STATEMENT OF WORK

1. SCOPE:

TITLE: SWRMC CODE 980 DRY DOCK DIVISION- CONTROL INSPECTION OF NBSD GRAVING DOCK #1

1.1 IDENTIFICATION: (UIC): 55262 ICN/KOP: 38PGLLOE01/S01

SHIP/COMMAND: SWRMC CODE 980 DRY DOCK DIVISION

LOCATION: U.S. NAVY SAN DIEGO GRAVING DOCK SOUTHWEST REGIONAL MAINTENANCE CENTER

BAINBRIDGE STREET BLDG 82 2ND FLOOR, SAN DIEGO, CA. 92136

POC: Dry Dock Dockmaster: Jacob Busby- (619) 606-7388 Dry Docking Division Head: Jeffrey Weber (619) 507-8019 Dry Branch Head: Raymond Skillman- (619) 251-0528 Lead General Supply Specialist: Marquita Speed- (619) 556-4329 Alternate General Supply Specialist: Amanda Lee - (619) 556-2321

2. JOB DESCRIPTION:

Vendor shall provide the following:

1. A qualified Inspection Team to perform the required control inspection of Graving Dock #1, in accordance with the requirements of MIL-STD 1625D.

· Overall management, observe operational tests, survey caisson structures and outfitting items, drydock outfitting items, utility connections, and observe how the dock's mechanical, electrical, and firefighting equipment operate. Graving Dock’s structures include walls, walers, tie-rods (exposed), pile caps, fenders, coping, floor, gate anchors, sump pit, drainage gratings, seat & sill & culverts, pump room frame, roof walls, and floor are all examples of the fundamental structures of a dock above water.

· Inspection of utility connections, firefighting equipment operations, and all mechanical and electrical parts and systems connected to the dock and caisson gate

The inspection will generally consist of the following:

a. Observation of docking/undocking operation

1. Per MIL-STD 1625D paragraph 5.2.5.2, one complete flooding and dewatering evolution during a docking or undocking operation, to determine effectiveness of equipment and procedures.

2. The usage of capstans and fittings for moving and positioning the vessel, as well as the operation of the caisson gate and flooding/dewatering apparatus, must be monitored. Electrical, mechanical, control, and communications system operations must be monitored, and any issues must be found.

3. It is necessary to pay attention to how the caisson gate, flooding/dewatering apparatus, and capstans and fittings are used to move and place the vessel. Electrical, mechanical, control, and communications system operations must be monitored, and any issues must be found.

4. Every piece of mechanical and electrical equipment supporting the dock's operations, including the caisson gate, will need to be examined to ensure it functions satisfactorily and to identify any anomalies. This operation may be carried out in tandem with the dock's flooding and dewatering procedures as well as the caisson gate's installation or removal. . The general condition of utility hookups and related pipework will also be visually inspected.

5. Evaluate the current material conditions of the graving dock’s basic structures above water including; walls, floor, coping, altars, service galleries, stairwells, handrails, apron, seats, drainage gratings & culverts, flooding & service tunnels, sump pit, flooding chambers, sluice gate door/leaf (dock side), dock fittings (fenders, cleats, bollards) and pump room.

6. Examine the caisson's structure's present material conditions, the rubber seal's visible (unsubmerged) sections, and the tanks' fixed ballast. Examine the keel blocks used in the dock, to include the material condition of the concrete/timber blocks, softwood caps, and fasteners. Examine all dock-mounted draft-boards and vessel handling equipment, such as trolleys, bitts, cleats, etc., visually and note any significant flaws.

7. Review supplied hydrographic survey of the approach channel and sounding chart and include on the control inspection report for reference.

2. SWRMC support to the vendor:

1. Perform the flow and pressure test, and the results will be sent to us for approval and inclusion in the control inspection report. The test data must be explained, including the locations and circumstances of the pressure and flow measurements.

2. Providing a government staff person, to take vendor staff safely into non-confined spaces such as sumps, drainage culverts, and service tunnels

3. NOTES:

3.1 SWRMC is not liable for any payments of delays and or additional work not duly negotiated and approved by the Contracting Officer.

3.2 The vendor shall immediately make correction on defective repair covered on the contracts without additional cost to the Government

4. DELIVERY LOCATION:

4.1 U.S. Navy San Diego Graving Dock Southwest Regional Maintenance Center Bainbridge Street Bldg. 82 2nd Floor, San Diego, CA 92136

5. PERIOD OF PERFORMANCE DATES:

5.1 POP: 17 MAR 2026 – 18 MAR 2026

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