This Sources Sought opportunity from Department Of Homeland Security was posted on December 11, 2012. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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SOURCES SOUGHT; CGC BERTHOLF; SHOWER STALL RENEWAL

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HSCG85-13-Q-P45700Federal

Submission Closed12/18/2012, 05:00:00 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 336611

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Hull Preservation & Structural RepairThis small business set-aside subcontract, titled Hull Preservation and Structural Repair, involves providing specialized maintenance services for USCG vessel dry dock projects under the Department of Homeland Security. The scope of work includes performing hull inspections, general welding, and underwater body plating inspections, as well as executing full underwater body preservation and the removal of non-slip pads. Additionally, the contractor is responsible for applying hull identification markings and managing cathodic protection and zinc removal utilizing abrasive blasting and marine-grade welding equipment. The project will be performed in Charleston and is categorized under NAICS code 336611. Interested parties must respond by November 12, 2026, to support the delivery of a fully preserved and marked hull for the prime contractor.

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Marine Propulsion & Mechanical Systems RepairThis subcontract for Marine Propulsion and Mechanical Systems Repair supports USCG vessel dry dock projects under the Department of Homeland Security. The scope of work involves the removal, inspection, and installation of critical propulsion components, including main diesel engines, reduction gears, Cardan shafts, propulsion shafts, and propellers. The contractor is responsible for utilizing heavy lifting equipment and precision alignment tools to deliver a fully installed and aligned propulsion train for prime contractors. The opportunity is designated as a total Small Business Set Aside under NAICS code 336611. Performance will take place in Charleston, and the response deadline is November 12, 2026.

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Misty Barge Dry Dock Services

Solicitation # 1240BF27Q0002

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COLUMBIA Class Tailcone Manufacture

Solicitation # N0016726R1005

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USCGC DOLPHIN FUEL TANK CLEANING

Solicitation # 52000QR270000488

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SUBMARINE, THE OHIO CLASS SSBN (TRIDENT); INDICATOR, RUDDER ANGLE;

Solicitation # SPE4A727R0058

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Solicitation # 70ZU0227QIBCT0001

Solicitation 70ZU0227QIBCT0001 is an Indefinite Delivery Requirement Contract (IDR) for the FY27 drydock availability of the USCGC KUKUI (WLB 203), a 225-foot Buoy Tender homeported in Sitka, Alaska. The project involves comprehensive drydock repairs, including extensive preservation of the hull, exterior decks, superstructure, ballast and potable water tanks, and various internal mechanical components. Performance will take place at the contractor's facility from February 2, 2027, to May 18, 2027, with an anticipated award date of January 18, 2027. This requirement is a total small business set-aside under NAICS code 336611, with a size standard of 1,300 employees. The award will be granted to the responsible quoter providing the most advantageous quote, based on a lowest-price technically acceptable basis. Evaluation factors include a pass/fail assessment of technical capability and past performance within the last three years. Contractors must provide a comprehensive execution plan for lodging and messing, facility certifications, and docking calculations in accordance with SFLC Standard Specifications 0740 and 8634. Quotes must be submitted via email by November 23, 2026, and must include a detailed technical proposal separate from the pricing sheet. Order limitations are set with a minimum order of 1,000 dollars and a maximum combination order of 7 million dollars.

CG-SEA-C22

POSTED

1 day ago

DEADLINE

in 24 days

General Info

Agency

Department Of Homeland Security → Sflc Procurement Branch 3(00040)

NAICS

336611 - Ship Building and Repairing

Place of Performance

CGC BERTHOLF, ALAMEDA, CA, 94501, USA

Set-Aside

SBA

Documents

750 Shower Stall Renewal - Rev-01

sow

High

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Timeline

PhaseClosed

PostedDec 11

Sources Sought

Response DeadlineDec 18

Deadline has passed

Submission Closed

12/18/2012, 05:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Homeland Security → Sflc Procurement Branch 3(00040)

Contacts2 people available

OfficeBALTIMORE, MD, 21226, USA

Organization / AgencyDepartment Of Homeland Security → Sflc Procurement Branch 3(00040)

Office AddressBALTIMORE, MD, 21226, USA

Contacts

Jermond M. WilliamsonStorekeeper First Class

contact@example.gov

+1 (555) 000-0000

Chad B. DavisStorekeeper

contact@example.gov

+1 (555) 000-0000

Full Description

WORK ITEM 1: Shower Stall Renewal 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to preserve and restore the berthing shower stall(s) and shower pan(s) in various locations. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 750-WMSL 621-1, Rev -, Joiner Bulkheads Typical Details (ASC621001) Coast Guard Drawing 750-WMSL 621-4, Rev -, Joiner Bulkhead Arrangement 2nd Dk Fp to FR 36 (ASC621004) Coast Guard Drawing 750-WMSL 621-5, Rev A, Joiner Bulkhead Arr 2nd Deck FR 36-64 (ASC621005) Coast Guard Drawing 750-WMSL 621-6, Rev B, Joiner Bulkhead Arr 2nd Deck FR 64 Aft (ASC621006) Coast Guard Drawing 750-WMSL 621-7, Rev B, Joiner Bulkhead Arr Mn Dk Fp to FR 36 (ASC621007) Coast Guard Drawing 750-WMSL 621-8, Rev A, Joiner Bulkhead Arr Mn Dk FR 36-64 (ASC621008) Coast Guard Drawing 750-WMSL 621-9, Rev B, Joiner Bulkhead Arr Mn Dk FR 64 Aft (ASC621009) Coast Guard Drawing 750-WMSL 621-10, Rev A, Joiner Bulkhead Arr 01 Lvl FR 28-67 (ASC621010) Coast Guard Drawing 750-WMSL 635-1, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL 801-1, Rev -, Booklet of General Plans (ASC801001) COAST GUARD PUBLICATIONS Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6341, Jan 2009, Install New Deck Covering Systems OTHER REFERENCES Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, Rtv, One-Component MIL-PRF-3135, Nov 1986, Deck Covering Underlay Materials NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor shall take protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3, as applicable, in addition to all other requirements that may be specified in individual work items, to prevent contamination and surface damage of non-affected shipboard equipment, components, and spaces. 3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed: - Shower heads. - Plumbing. - Insulation. 3.1.5 Ultrasonic thickness measurement. 3.1.5.1 Where specified in Table 3.3.A below, the Contractor shall perform 30 thickness measurements of surfaces, in locations designated by the Coast Guard Inspector. Ensure that the ultrasonic apparatus, procedure requirements, and report shall be in accordance with SFLC Std Spec 0740, and that the report results shall additionally include the following information for each test point: - Location. - Original metal thickness. - Measured metal thickness. - Percent deterioration (calculation is based on the original metal thickness). 3.1.5.2 Perform ultrasonic equipment standardization in accordance with SFLC Std Spec 0740. 3.2 Work Location(s). The concerned work area(s) are Compartments 3-72-2-L, 2-70-3-L and 2-75-0-L. See the Coast Guard Drawings above and the photos below, for guidance and details. 3.3 Shower head removal. 3.3.1 The existing shower head and valves are suspended in the shower stalls from the hot and cold potable water piping which enters through the overhead of the shower stall. There is silicone sealant around the penetration to prevent water leakage into the overhead above the shower stall. 3.3.2 Disconnect, remove and scrap the existing shower head and water control valve assemblies. The water control valve assembly is connected to the cutter's hot and cold potable water piping using union end fittings. Cap the pipe ends to prevent contamination from entering the potable water system. 3.3.3 Unsweat the union fittings on the ends of the hot and cold potable water supply lines to the shower head. After renewal of the shower stalls, reinstall the union fittings. 3.3.4 After renewing the shower stalls, install new Contractor Furnished shower heads and control valve assemblies. Flush the assemblies upon reinstallation to remove any contamination. 3.3.5 Apply new sealant to the overhead of the shower stall where the potable water piping penetrates. 3.3.6 Demonstrate proper operation of the showers to the Coast Guard Inspector. Demonstrate that the flow from the shower head is unobstructed and that there are no leaks in the piping. 3.4 Shower stall removal. 3.4.1 Renew metal in shower stalls. Retain the shower drain (s) and ensure all deck openings are plugged as to prevent contamination of the drain system. Ensure deck drain(s) is/are not damaged in the process. Picture of shower head and mixing valve can be seen in Figure 01. 3.4.2 Remove and scrap all existing deck covering systems from the shower stall(s) taking care not to disturb surrounding layers or materials. Disposal shall be in accordance with all local, state, and federal laws and regulations. 3.4.3 Power tool clean to bare metal all steel decks in the work areas in accordance with SSPC-SP 11. Surfaces shall be completely free of corrosion products, mill scale, dirt, oil, grease, moisture, deteriorated paint, and other surface contaminants. 3.4.4 In the presence of the Coast Guard Inspector, conduct a visual inspection of all clean decks, bulkheads and overhead in the work areas. 3.4.5 Inspect all expose decks, bulkheads, piping and drains for corrosion and deterioration. Submit a Condition Found Report to the Coast Guard Inspector reporting the results of the inspection. 3.4.6 Prior to installing new underlay in the shower stall area specified in 3.4.7, prime and paint the deck. The correct primer and paint is specified in the Product Data Sheet of the underlayment. Follow guidance given in COMDTINST M10630.3. 3.4.7 Install polymeric deck covering system in the work areas in accordance with SFLC Std Spec 6341. Polymeric system shall conform to MIL-PRF-24613, Type I Class 2, Epoxy. Slope the underlayment to the deck drain. 3.5 Shower drain removal. 3.5.1 Remove shower drain and retain drain for reinstallation. 3.5.2 In the presence of the Coast Guard Inspector, visually inspect the drain, piping and trap for corrosion and deterioration. 3.5.3 Submit a Condition Found Report to the Coast Guard Inspector if any of the drain components need renewal. 3.5 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with COMDTINST M10360.3, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures). 3.7 Shower stall installation. 3.7.1 The Contractor shall provide and install new shower stall partitions, sheathing, towel bars and soap dishes which look the same as the ones currently installed. Use all new fasteners. Caulk all seams requiring caulking with a moisture cure polyurethane based caulking, 3M 5200, Sikaflex or equal. 3.7.2 New plating shall be of similar material and mechanical properties as the adjacent material. 3.7.3 Submit a Condition Found Report to the Coast Guard Inspector if additional repairs or additional plating removal are required. 3.7.4 Ensure that any welding does not warp or cause any distortion to adjacent plating. 3.8 NDI. The Contractor shall perform NDI of the plate renewal in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR. 4. NOTES 4.1 Contract Info: Performance Period: 02Jan-25Jan13 Work Hours: Mon-Sat, 0700-1700 Hot Work: Mon-Fri, 0700-1500 4.1.2 Contractors must arrive on week day (Mon-Fri) when starting the contract. This is to ensure all the required Coast Guard personnel are available for the arrival conference (1st meeting of the contract.)