3_SOW.pdf

PDF 985 KB Posted Apr 23, 2026

Attached to: CGC TAMPA DOCKSIDE AVAILABILITY
Solicitation number: 70Z027RFQ260000240
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Apr 23, 2026

This is a Statement of Work (SOW) for a Dockside Availability on the USCGC TAMPA (WMEC-270A) medium endurance cutter at the U.S. Coast Guard Industrial Production Facility Portsmouth, scheduled for May 11 to July 19, 2026. The contract contains 10 base work items and 2 optional work items that commercial contractors must complete, with contractors required to submit itemized pricing for both base and option line items.

Base work items include cleaning and inspecting potable water tanks, seawater heat exchangers (with hydrostatic testing), chill water systems, potable water pneumatic tanks, hot water accumulator tanks, grey water holding tanks, sewage holding tanks, sewage piping, potable water preservation (partial), and temporary heating and cooling services. Optional work items (unfunded) include partial preservation of grey water holding tanks and sewage holding tanks, which the government reserves the right to exercise prior to the contract reaching 25% completion. The SOW estimates approximately 800 additional labor hours and $8,000 in material costs for growth work, though these figures may be exceeded. Contractors are strongly encouraged to conduct ship checks on sister ships during quote development and must notify the Contracting Officer 24 hours prior to large equipment movements. The contractor must also provide sanitary facilities for vessel personnel due to system disruptions and is responsible for environmental compliance, hazardous waste disposal, fire watch services, preservation tasks per SFLC Std Spec 6310, welding per SFLC Std Spec 0740, and all quality assurance inspections. Performance of work is located at Base Portsmouth, Industrial Production Facility, 400 Coast Guard Boulevard, Portsmouth, VA 23703, with three named Points of Contact.

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1 (Rev-0)

STATEMENT OF WORK (SOW)

CGC TAMPA Dockside Availability

1. BACKGROUND

United States Coast Guard (USCG) Industrial Production Facility (IPF) Portsmouth is scheduled to conduct a Dockside Availability on medium endurance cutter USCGC TAMPA (WMEC-270A). This Statement of Work is for a commercial entity to complete select work items from the Dockside Availability package.

2. REFERENCE

As listed in individual work items.

3. REQUIREMENTS

This SOW contains (10) base work items and (2) option work items. When submitting a bid:

-It is requested the Contractor provide a price for the base line items and an itemized price for the option line items.

-The Contractor is strongly encouraged to conduct a ship check on a sister ship (WMEC-270A) at Base Portsmouth when developing their quote. Coordinate with LCDR Palmeira for base access and POC from ship.

-Contractors shall notify the COR 24 hours prior to any large equipment movement.

-Due to limited pier availability,after award, the contractor shall submit an equipment plan to the Government for review and acceptance.

The Contractor shall complete within the required period of performance the following base work line items:

-WORK ITEM 1: Tanks, Potable Water, Clean and Inspect -WORK ITEM 3: Seawater Heat Exchangers, Clean, Inspect and Hydro* -WORK ITEM 4: Chill Water System, Clean and Flush -WORK ITEM 5: Potable Water Pneumatic Tanks, Clean and Inspect -WORK ITEM 6: Hot Water Accumulator Tanks, Clean and Inspect -WORK ITEM 10: Grey Water Holding Tanks, Clean and Inspect -WORK ITEM 11: Sewage Holding Tanks, Clean and Inspect -WORK ITEM 12: Sewage Piping, Clean and Flush -WORK ITEM 15: Tanks, Potable Water Preserve, Partial -WORK ITEM 16: Temporary Services, Heating and Cooling

The following work line items are options and therefore unfunded:

-WORK ITEM 13: Tanks, Grey Water Holding, Preserve, Partial -WORK ITEM 14: Tanks, Sewage Holding, Preserve, Partial

The Government reserves the right to exercise these work items prior to the contract being 25% complete.

The Contractor shall provide sanitary facilities for vessel personnel due to disruption of greywater and sewage systems in accordance with SFLC Standard Specification 0000, section 3.2.11.1. Contractor personnel are not permitted to use sanitary facilities designated for the crew.

2 (Rev-0)

Growth Work/Additional Item Requirements (AIRs) It is anticipated that there is to be growth work associated with the work items included in this Statement of Work. For the purposes of providing a quote, it is estimated that there will be an additional 800 labor hours and $8,000.00 in material costs associated with growth work. These numbers are only provided as estimates and may be exceeded during contract performance.

4.0 ADMINISTRATION.

4.1 CONTRACTOR PERSONNEL

4.1.1 Qualified Personnel.

The Contractor shall provide qualified personnel and subject matter experts to perform all required tasks specified in this SOW. Contractors shall coordinate with the CG Base Portsmouth Security Office for Base access.

4.1.2 Employee Conduct.

Contractor employees shall present a professional appearance, and their conduct shall not reflect discredit upon the U.S. Government, and any involved Departments or Agencies.

4.1.3 Conflict of Interest.

The Contractor shall not employ any person who is an employee of the U.S. Government if that employment would, or would appear to cause, a conflict of interest. The Contractor shall take appropriate precautions as delineated in the Federal Acquisition Regulation (FAR) to preclude actual or apparent conflicts of interest.

4.2 PERIOD OF PERFORMANCE.

11 May 2026 – 19 July 2026

4.3 PLACE OF PERFORMANCE.

Base Portsmouth, Industrial Production Facility 400 Coast Guard Blvd Portsmouth, VA 23703

POCs: LT Sarah Porzillo, sarah.a.porzillo@uscg.mil LCDR Thomas Palmeira, Thomas.n.palmeira@uscg.mil MK1 Elijah Daigle, Elijah.j.daigle@uscg.mil mailto:sarah.a.porzillo@uscg.mil mailto:Thomas.n.palmeira@uscg.mil mailto:Elijah.j.daigle@uscg.mil

USCGC TAMPA (WMEC-270A) DOCKSIDE AVAILABILITY FY2026

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 136-002, Rev G, 01 Level PL & FR Aft 182 Coast Guard Drawing 901 WMEC 201-001, Rev U, Engine Room Arr Coast Guard Drawing 901 WMEC 256-002, Rev U, Mn and Aux SW Cooling Sys A&D Coast Guard Drawing 901 WMEC 256-009, Rev B, SSDG Modification JW Cooling System Mod Coast Guard Drawing 901 WMEC 256-013, Rev C, Mn and Aux SW Cooling Sys Diag Coast Guard Drawing 901 WMEC 262-001, Rev K, Lube Oil Sys Diag Coast Guard Drawing 901 WMEC 262-002, Rev L, Lube Oil Service System A&D Coast Guard Drawing 901 WMEC 310-008, Rev 8, Emer Dsl Gen Instl & Arr Coast Guard Drawing 901 WMEC 401-004, Rev N, Arrangement IC Room Coast Guard Drawing 901 WMEC 501-002, Rev K, Aux Mchry Sp No 2 Arr Coast Guard Drawing 901 WMEC 501-003, Rev M, Steering Gear Rm Arr Coast Guard Drawing 901 WMEC 505-007, Rev F, Piping System Cleaning and Flushing Procedures Coast Guard Drawing 901 WMEC 514-001, Rev L, HVAC Sys Diag Coast Guard Drawing 901 WMEC 514-020, Rev K, CHW & HW System Diagram Coast Guard Drawing 901 WMEC 514-021, Rev K, CH & HW Sys Mchry Sps – A&D Coast Guard Drawing 901 WMEC 514-022, Rev L, CHW & HW Pipe Sys Mn Dk & Blw A&D Coast Guard Drawing 901 WMEC 514-024, Rev K, CHW & HW Pipe Sys 01 Lvl & Abv – A&D Coast Guard Drawing 901 WMEC 517-002, Rev J, W Ht Rcvy Sys / SS Dsl Gen JW, ST, Cond & FW

A&D Coast Guard Drawing 901 WMEC 517-009, Rev -, Mn Prpln Eng JW System A&D Coast Guard Drawing 901 WMEC 533-003, Rev U, Potable Water Brominator System Diagram Coast Guard Drawing 901 WMEC 533-005, Rev J, H&C Potable Water System Mn Dk - A & D Coast Guard Drawing 901 WMEC 533-006, Rev H, H&C Potable Water System, 01 Lvl & Abv A&D Coast Guard Drawing 901 WMEC 533-007, Rev J, H&C Potable Water Blw Mn Dk Coast Guard Drawing 901 WMEC 565-005, Rev -, Fin Stabilizer Hydraulic System Diagram Coast Guard Drawing 901 WMEC 565-007, Rev H, Fin Stabilizer Variable Assembly Coast Guard Drawing 901 WMEC 593-004, Rev K, Sewage Transfer System A&D Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vac Sys Diag Coast Guard Drawing 901 WMEC 593-006, Rev K, Sew Vacuum Sys Below Main Deck v (Rev-0)

Coast Guard Drawing 901 WMEC 593-007, Rev F, Sewage Vacuum Sys MN Deck & Abv - A&D Coast Guard Drawing 901 WMEC 612-004, Rev B, NAVSEA Certified Flight Deck Net Installation Coast Guard Drawing 901 WMEC 801-003, Rev M, General Arrangement 02/PH & Above Coast Guard Drawing 901 WMEC 801-004, Rev L, General Arrangement 01 Level Coast Guard Drawing 901 WMEC 801-005, Rev L, General Arrangement Main Deck Coast Guard Drawing 901 WMEC 801-006, Rev M, General Arrangement 1st Platform Coast Guard Drawing 901 WMEC 801-007, Rev J, General Arrangement Hold Coast Guard Drawing FL-1500-1, Rev -, JP-5 Flight Deck Roller Assembly

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 2697, May 2018, Main Reduction Gear Coast Guard Technical Publication (TP) 2699, SWBS 245, Feb 2018, Controllable-Pitch Propeller

System Coast Guard Technical Publication (TP) 2703, Nov 2017, Ship Service Diesel Generator Set Coast Guard Technical Publication (TP) 2719, Aug 2016, Manufacturer’s Instruction Book SWBS

Group(s) 565, 270’ WMEC “A” Class Cutters, Fin Stabilizer Machinery Coast Guard Technical Publication (TP) 2723, SWBS 593, June 2007, Sewage Holding System Coast Guard Technical Publication (TP) 2815, Oct 2017, Reduction Gear Coast Guard Technical Publication (TP) 2817, SWBS 245, Section A, Feb 2018, Controllable Pitch

Propeller System Coast Guard Technical Publication (TP) 2820A, May 2017, Ship Service Diesel Generator Coast Guard Technical Publication (TP) 3910B, Apr 2020, Air Conditioning System, R-134A S/W

Cooled Chilled – Model 90RMC050-D-610 Coast Guard Technical Publication (TP) 4647, Apr 2019, FM/ALCO 251 Engine – Operations and

Maintenance Manual Coast Guard Technical Publication (TP) 4924, Jun 2019, Section 583-A, Technical Manual for Folding

Boom Crane – Model FB20-21 Coast Guard Technical Publication (TP) 5490, SWBS 565, Apr 2018, Fin Stabilizer System Coast Guard Technical Specification D-123-2048, Feb 2020, 270’ WMEC A Class Fluid Handling Plan for Tank Inspections Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740). 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC

Electrical Motors Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary

Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 0000), 2022, Temporary

Services vi (Rev-0)

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System

Components - Health Effects ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone Manufacturer’s Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-G-21164, Jul 2019, Grease, Molybdenum Disulfide, for Low and High Temperatures, NATO Code

Number G-353 MIL-PRF-17672E, Oct 2010, Hydraulic Fluid, Petroleum, Inhibited MIL-PRF-32033, July 2000, Lubricating Oil, General Purpose, Preservative (Water-Displacing, Low

Temperature) MIL-STD-419 E, Aug 2017, Cleaning, Protecting, and Testing Piping, Tubing, and Fittings for Hydraulic

Power Transmission Equipment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure SAE J2360, January 2021, Automotive Gear Lubricants for Commercial and Military Use The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP-1), 2015, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 3, (SSPC-SP-3), 2018, Power Tool Cleaning vii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of properties which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

2 N ***CPP NSN: XXXX-YY-XXXX

PN: XXXX

4 ea. XX.XX

2 N ***Inport ASW Pump NSN: XXXX-YY-XXXX

PN: XXXX

2 ea. XX.XX

2 N ***Main Diesel Engine #1 NSN: XXXX-YY-XXXX

PN: XXXX

7 ea. XX.XX

2 N ***Main Diesel Engine #2 NSN: XXXX-YY-XXXX

PN: XXXX

6 ea. XX.XX

2 N ***SSDG # 1 NSN: XXXX-YY-XXXX

PN: XXXX

2 ea. XX.XX

3 N MDE JW Seal Kit NSN: 2930-01-602-8570

PN: 10-1AEW SEAL

2 ea. 1,250.00

3 N Red Gear LO cooler parts kit NSN: 5530-01-295-5405 2 ea. 1,500.00 3 N CPP cooler gasket NSN: 5330-01-115-7912 2 ea. 150.00 3 N CPP cooler gasket NSN: 5330-01-023-7639 2 ea. 150.00 3 N CPP cooler lantern ring NSN: 4320-01-627-3872 2 ea. 450.00 3 N CPP cooler packing ring NSN: 5330-00-486-2397 4 ea. 150.00 3 N SSDG JW gasket NSN: 5330-01-542-5893 2 ea. 150.00 3 N SSDG JW gasket NSN: 5330-01-546-1720 2 ea. 150.00 3 N SSDG JW gasket NSN: 5330-01-542-5878 2 ea. 118.00 3 N SSDG cooler zinc NSN: 2930-00-167-0450 2 ea. 200.00 3 N SSDG cooler pipe plug NSN: 4730-00-163-5756 2 ea. 300.00 3 N EDG JW seal NSN: 5330-00-238-7689 1 ea. 200.00 3 N EDG cooler gasket NSN: 5330-00-237-7874 1 ea. 200.00 3 N EDG cooler gasket NSN: 5330-01-209-2855 1 ea. 300.00 3 N EDG cooler gasket NSN: 5330-01-208-6768 2 ea. 250.00 3 N Fin cooler gasket NSN: 5330-01-622-9908

PN: 32263-0954-6

24 ea. 78.00

3 Y **MDE JW Cooler NSN: 4420-01-397-2075 2 ea. 95,000.00 3 Y **Red Gear Lube Oil Cooler NSN: 2935-01-362-0240 2 ea. 31,830.00 3 Y **Fin Stabilizer Cooler NSN: 4420-01-622-9852 2 ea. 3384.00 3 Y **SSDG JW Cooler NSN: 4420-01-539-8110 2 ea. 10,509.00 3 Y **EDG JW Cooler NSN: 3040-01-530-4353 1 ea. 9,441.00 3 Y **CPP Hydraulic Oil Cooler NSN: 4420-01-130-7885 2 ea. 8077.00 7 N Hydraulic Cylinder Rod

Packing Shim and Ring Kit NSN: 3040-01-118-5840 2 ea. 340.00

7 Y **Hydraulic Cylinder NSN: 3040-01-123-6695 2 ea. 9,738.00 7 N **Dual Rotary Pump, 11/9

Ring NSN: 4320-01-674-9389 2 ea. 1,200.00

7 N **Coupling half, shaft NSN: 3010-01-461-2488

PN: RC4-1875-500

2 ea. 20.00

7 N **Coupling half, shaft NSN: 3010-01-461-2486

PN: RC4-0875-187

2 ea. 20.00 viii (Rev-0)

7 N **Insert, flexible coupling NSN: 3010-01-675-3035

PN: RG4-H5 50 D

2 ea 33.00

7 N **Valve, check NSN: 4820-01-569-6605

PN: CVH161P

2 ea. 50.00

7 N **Valve, safety relief NSN: 4820-01-571-9823

PN: RAH121S30

2 ea. 42.00

7 N **Float switch, liquid level NSN: 6680-01-673-5099 2 ea. 425.00 8 Y Cylinder Assembly NSN: 3040-01-103-6565 4 ea. 34,52178.00 8 N **Pin Straight NSN: 5315-01-419-1523 4 ea. 829.00 8 N Accumulator Repair Kit NSN: 2040-01-601-2331 2 ea. 228.00 8 N Accumulator Charging Kit NSN: 2090-01-593-6083 2 ea. 745.00 8 Y ***Inserter & Remover Tool NSN: 5120-01-593-6182 1 ea. 38.00 8 N Valve, Spool NSN: 4820-01-593-3911 2 ea. 102.00 8 N Return Filter Element NSN: 4330-00-229-4157 2 ea. 13.00 8 N Return Filter Seal Kit NSN: 4330-01-259-5848 2 ea. 11.00 8 N Pressure Filter Element NSN: 4330-01-593-3905 4 ea. 211.00 9 Y Hook, Release NSN: 4030-01-467-1005 1 ea. 4,000.00 9 N Rope, Wire NSN: 4010-01-580-6079 1 ea. 1,176.00 9 N Filter Element, Fluid NSN: 2940-01-359-8346 1 ea. 39.00 9 N Electrical Control Retrofit

Assembly

PN: AMD-3288

NSN: 6110-01-F25-7077

1 ea. 99,463.00

9 Y **Hydraulic, Motor, Swing Drive

NSN: 2590-01-581-2575 1 ea. 2,591.00

9 Y **Cylinder, Hydraulic, Jib NSN: 3040-01-581-1046 1 ea. 14,145.00 9 Y **Cylinder, Hydraulic, Luff NSN: 3040-01-581-1539 1 ea. 14,688.00 9 N **Bearing, Sleeve NSN: 3120-01-441-2443 1 ea. 18.00 9 Y **Brake and Clutch Assy, Winch NSN: 3950-01-641-5484 1 ea. 78,610.00

9 N **Breather NSN: 4310-01-495-5609 1 ea. 108.00 9 Y **Valve, Linear, Directional

Control NSN: 4820-01-581-1079 1 ea. 1,846.00

9 Y **Valve, Hold, Boom Hoist Cylinder

NSN: 4820-01-681-4326 1 ea. 1,790.00

9 N **Pin, Grooved, Headless NSN: 5315-01-538-7928 1 ea. 320.00 9 N **Pin, Cotter NSN: 5315-01-644-3374 1 bg. 16.00 9 N **Pin, Straight, Headless NSN: 5315-01-680-6525 1 ea. 935.00 9 N **Pin, Straight, Headless NSN: 5315-01-680-6529 1 ea. 1,578.00 9 N **Switch, Rotary NSN: 5930-01-610-7723 1 ea. 1,562.00 9 N **Switch, Proximity NSN: 5930-01-612-2501 1 ea. 253.00

17 N Flight Deck Net Kit NSN: 4240-01-F23-6712 PN:

70Z08019DP45C5800

1 171,486.80

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter ix (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.1.4 (Inspection report particulars)):

Work Item Title

7 Steering Gear, General, Overhaul

9 Appleton FB 20-21 Single Point Davit (SPD), Inspect and Service

10 Grey Water Holding Tanks, Clean and Inspect

11 Sewage Holding Tanks, Clean and Inspect

15 Tanks, Potable Water Preserve, Partial

17 Flight Deck Safety Net Assemblies, Replace x (Rev-0)

PRINCIPAL CHARACTERISTICS

270' WMEC (A-CLASS)

PHYSICAL

Length overall 270' 0" Length between perpendiculars 255' 0" Beam molded 38' 0" Depth molded, main deck amidships 01 level amidships

23' 6" 31' 4"

Full load displacement 1,902.2 long tons Draft, full load to baseline amidships 14' 3" Highest projection above baseline *height approximated

≈ 110' 0"

Shore tie voltage requirements 2 cables, 400A / 450V, 3 phase Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 18-251-F Diesel Engines, 3,600 BHP each Ship’s service generators 2 Caterpillar Model D-398-TA Diesel-driven KATO 6P6-

1350 Generators. 475 KW each @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Emergency generators Caterpillar Model D-348-TA Diesel-driven KATO 4P4- 1900. 475KW @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Number of propellers 2 Propeller diameter 9' 0" Number of blades, Each 4 Pitch Controllable Shaft RPM 260 Shaft diameter 10.55" at exit of hull Anchor & chain Two 4,000 lb Navy Stockless Anchors, 8 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 79,210 gal.

JP-5 total (95%) 25,890 gal.

Potable water total (100%) 8,553 gal.

Hydraulic & lube oil total (95%) 2,237 gal.

1 (Rev-0)

00000_0725_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

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), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0700-1730, Monday through Sunday, and limited to four Coast Guard fire watch personnel.

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3 (Rev-0)

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is Large Quantity Generator (LQG).

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements

4 (Rev-0) and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.6.1 The Contractor must obtain RAPIDGate Credentials for access to Base Portsmouth.

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 None.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

AMBIEN

ΔT

| DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here