ATTACHMENT 2 Spec ELM (WLB 225A) DS FQ4 KAH 26R0.pdf
PDF 3 MB Posted
- Attached to
- USCGC ELM (WLB 204) FY26 Dockside Availability
- Solicitation number
- 70Z08526QIBCT0055
About this file
This is a specification document for dockside repairs and maintenance of the USCGC ELM (WLB-225A), a 225-foot Coast Guard cutter. The specification outlines 40 distinct work items required during the FY2026 dockside availability, developed by Keith A. Hoefer and effective February 13, 2026.
The work items encompass comprehensive vessel maintenance and repair across multiple systems and components. Fire prevention requirements form the foundation, requiring contractors to develop written fire plans, appoint a Fire Prevention Responsible Party, and implement fire prevention protocols per SFLC Std Spec 5550. Mechanical and hydraulic systems work includes inspection and service of the hydraulically-operated cargo hatch, hydraulic chain stoppers, crossdeck winches, hydraulic inhaul winch, mechanical chain stoppers, warping capstan, single point davit, and Appleton EB600-60-40 buoy crane. Engine and propulsion system work involves commercial cleaning of main diesel engine exhaust piping, ship service diesel generator exhaust piping, and multiple ventilation duct systems (engine room, galley, laundry, and other spaces). Additional work includes compressed air receiver and system valve cleaning, inspection, hydrostatic and lift testing; grey water and sewage tank cleaning and preservation; hull and superstructure preservation using non-skid broadcast grit systems; watertight door and scuttle renewal; circuit breaker inspection and testing; deck covering and ventilation renewal; pilot house window repair and resealing; air escape piping renewal; cargo hatch drain piping renewal; directional control valve upgrades; steering gear heat exchanger modification; vent fan overhauls; bridge window renewal; pilot house safety rail renewal; and temporary tenting provision. The specification mandates compliance with SFLC Standard Specifications (particularly SFLC Std Spec 0000 for general requirements, 0740 for welding, 5550 for fire prevention, and 6310 for preservation), Coast Guard technical publications, OSHA shipyard employment standards (29 CFR 1915), and applicable industry standards for valve testing and materials. Government-furnished property includes repair kits, seals, hydraulic components, window assemblies, and directional control valve components valued at approximately $60,000 to $65,000. Critical inspection items requiring completion within the first 25 percent of the contract period include cargo hatch inspection, compressed air systems, chain stoppers, winches, davit, crane, circuit breakers, deck covering, windows, and drain piping. Environmental protection at USCG facilities requires contractors to manage hazardous waste, comply with SPCC and NPDES permits, and appoint an Environmental Manager. All work must be performed in accordance with referenced drawings, technical publications, and quality assurance inspection forms provided in the specification.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment3 PastPerformanceInformationForm.docx | DOCX document | |
| ATTACHMENT 4 Request for Clarifications ELM.docx | DOCX document | |
| 70Z08526QIBCT0055 CGC ELM DOCKSIDE F.docx | DOCX document | |
| ATTACHMENT 1 CGC ELM DRYDOCK FY26 PRICING SHEET.xls | XLS spreadsheet |
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Text version
USCGC ELM (WLB 204)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2026
Developed By: Keith A Hoefer
(Rev-0, 13 February 2026)
USCGC ELM (WLB-225A) DOCKSIDE AVAILABILITY FY2026
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Fire Prevention Requirements WORK ITEM 2: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 3: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 4: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 5: Vent Ducts, Engine And Motor Room, All, Commercial Cleaning WORK ITEM 6: Vent Ducts, Galley and Pantry Room, All, Commercial Cleaning WORK ITEM 7: Vent Ducts, Laundry Exhaust, Commercial Cleaning WORK ITEM 8: Vent Ducts, All Other, Commercial Cleaning WORK ITEM 9: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift WORK ITEM 10: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 11: Crossdeck Winches, Inspect and Service WORK ITEM 12: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 13: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 14: Warping Capstan, Inspect and Service WORK ITEM 15: Hull Fittings (Mooring and Towing), Inspect and Test WORK ITEM 16: Single Point Davit, Inspect and Service WORK ITEM 17: Buoy Crane, Appleton EB600-60-40, Inspect and Service WORK ITEM 18: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 19: Sewage Holding Tanks, Clean and Inspect WORK ITEM 20: Grey Water Piping, Clean and Flush WORK ITEM 21: Sewage Piping, Clean and Flush WORK ITEM 22: Tanks, Grey Water Holding, Preserve, Partial WORK ITEM 23: Tanks (Sewage Holding), Preserve, Partial WORK ITEM 24: SORS Cargo Rail Remove WORK ITEM 25: Decks - Exterior, Preserve, Non-Skid Broadcast Grit System WORK ITEM 26: Superstructure, Preserve, 100 Percent WORK ITEM 27: Temporary Services, Provide - Cutter WORK ITEM 28: Bow Thruster Machinery Room, Inspect Piping and Preserve Surfaces WORK ITEM 29: Watertight Doors and Scuttles, External, Renew WORK ITEM 30: Circuit Breakers, Inspect, Maintain & Test WORK ITEM 31: Deck Covering and Ventilation Renew WORK ITEM 32: Pilot House Windows and Frame, Repair and Reseal WORK ITEM 33: Air Escape (AE) Piping & Cofferdam, Renew & Preserve WORK ITEM 34: Cargo Hatch Drain Piping, Renew WORK ITEM 35: Directional Control Valve, Upgrade WORK ITEM 36: Steering Gear Heat Exchanger, Modify WORK ITEM 37: Vent Fans and Motors, Non-Machinery Spaces, Overhaul WORK ITEM 38: Bridge Windows, Renew WORK ITEM 39: Pilothouse Exterior Safety Rail, Renew WORK ITEM 40: Tenting, Provide iii (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
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 225 WLB 573-001, Rev K, Buoy Handling System Arrangement
Coast Guard Drawing 225 WLB 167-001, Rev L, Schedule of Steel Doors, Hatches, Scuttles & Manholes
Coast Guard Drawing 225 WLB 259-001, Rev E, Combustion Intake & Exhaust Diagram
Coast Guard Drawing 225 WLB 259-005, Rev D, Combustion Intake & Exhaust A&D Hull Block 940
Coast Guard Drawing 225 WLB 259-005, Rev E, Combustion Intake & Exhaust A&D Hull Block 940
Coast Guard Drawing 225 WLB 259-006, Rev F, Combustion Intake & Exhaust A&D Hull Blocks 970 &
Coast Guard Drawing 225 WLB 506-001, Rev N, Overflows, Air Escapes & Sounding Tubes
Coast Guard Drawing 225 WLB 506-007, Rev F, Overflows, AE & ST SYS A&D Main Deck & ABV
BLK 960A & 970
Coast Guard Drawing 225 WLB 506-008, Rev E, Oil Containment Coamings
Coast Guard Drawing 225 WLB 512-001, Rev G, HVAC Diagram
Coast Guard Drawing 225 WLB 512-001, Rev G, HVAC Diagrammatic
Coast Guard Drawing 225 WLB 512-007, Rev E, HVAC A&D, Fr 66-92, Innerbttm & 1st Platform
Coast Guard Drawing 225 WLB 512-208, Rev C, FANS
Coast Guard Drawing 225 WLB 512-210, Rev C, FANS, MODEL MA400AF
Coast Guard Drawing 225 WLB 512-211, Rev G, FANS, MODEL MA 150AF
Coast Guard Drawing 225 WLB 528-001, Rev K, Plumbing and Interior Deck Drains
Coast Guard Drawing 225 WLB 528-002, Rev E, Weather Deck Drains Diagram
Coast Guard Drawing 225 WLB 549-001, Rev D, Onboard Lubrication Requirements
Coast Guard Drawing 225 WLB 549-001, Rev F, Onboard Lubrication Requirements
Coast Guard Drawing 225 WLB 551-001, Rev K, Compressed Air System Diagram
Coast Guard Drawing 225 WLB 551-202, Rev-, Starting Air Receiver
Coast Guard Drawing 225 WLB 551-203, Rev-, Whistle Air Receiver
Coast Guard Drawing 225 WLB 551-204, Rev-, Service Air Receiver
Coast Guard Drawing 225 WLB 556-001, Rev K, Hydraulic System Diagram
Coast Guard Drawing 225 WLB 556-052, Hydraulic Piping Installation for Chain Stopper
Coast Guard Drawing 225 WLB 573-002, Rev D, Weight Handling System Arrangement
Coast Guard Drawing 225 WLB 573-004, Rev E, Bi-Dir Ch Stopper With Retractable Roller Stopper v (Rev-0)
Coast Guard Drawing 225 WLB 582-001, Rev E, Mooring and Towing A & D
Coast Guard Drawing 225 WLB 593-001, Rev G, Sewage and Waste Water System Diagrams
Coast Guard Drawing 225 WLB 601-001, Rev M, General Arrangement Inboard & Outboard Profiles
Coast Guard Drawing 225 WLB 601-001, Rev V; General Arrangement Inboard and Outboard Profiles
Coast Guard Drawing 225 WLB 601-002, Rev G, Booklet of General Drawings
Coast Guard Drawing 225 WLB 635-001, Rev J, Hull, Thermal, & Acoustic Insulation Schedule
Coast Guard Drawing 225 WLB 901-003, Rev C, Hull Block 901 Block Assembly
Coast Guard Drawing 225 WLBB 601-002, Rev G Booklet of General Drawings
Coast Guard Drawing 225B WLB 556-005, Rev D, Aft Hydraulic System A/D, Fr 66 Aft, Block 950, 970
Coast Guard Drawing 225B-WLB 256-001, Rev P; Seawater Cooling Sys Diagram
Coast Guard Drawing 225B-WLB 505-1, Rev D; General Requirements for Piping Systems
Coast Guard Drawing 225B-WLB 561-001, Rev C, Steering Gear Hydraulic Diagram
Coast Guard Drawing 225B-WLB 561-005, Rev E; Steering Gear Heat Exchanger Replacement
Coast Guard Drawing 225B-WLB-438-002, Rev C, Buoy Deck Controls Install to Suit MMA Aton Crane
Coast Guard Drawing 225B-WLB-597-051, Rev A, SORS Hold Stowage and Handling Fittings
Coast Guard Drawing 225-WLB 256-001, Rev U; Seawater Cooling Sys Diagram
Coast Guard Drawing 225-WLB 505-1, Rev D; General Requirements for Piping Systems
Coast Guard Drawing 225-WLB 561-001, Rev E Steering Gear Hydraulic Diagram
Coast Guard Drawing 225-WLB 561-005, Rev H; Steering Gear Heat Exchanger Replacement
Coast Guard Drawing 225-WLB 601-001, Rev AC, General Arrangements Inboard and Outboard Profiles
Coast Guard Drawing 225-WLB 601-001, Rev T, General Arrangement, Inbd and Outbd Profiles
Coast Guard Drawing 225-WLB 801-015, Rev D, Scantlings, Decks & Platforms
Coast Guard Drawing 225-WLB-130-001, Rev A, Hydraulic Cargo Hatch Installation
Coast Guard Drawing 225-WLB-320-001 Rev AT, Electrical One-Line Diagram
Coast Guard Drawing 225-WLB-320-007 Rev W, Power Sys Deck Plan 02 Level & Above, Hull Block 960B, 975, & 970
Coast Guard Drawing 225-WLB-437-210, Rev D, Buoy Deck Equipment Electrical Control System Mods Blk & Elem Wiring Diagram
Coast Guard Drawing 225-WLB-438-002, Rev D, Buoy Deck Controls Install to Suit MMA Aton Crane
Coast Guard Drawing 225-WLB-512-1, Rev D, HVAC Diagram
Coast Guard Drawing 225-WLB-512-12, Rev A, HVAC Standard Details and General Instructions
Coast Guard Drawing 225-WLB-556-57, Rev A, Piping Mods for Hydraulic Cargo Hatch
Coast Guard Drawing 225-WLB-573-207, Rev -, Replacement DCV Amplifier Card Wiring Diagram
Coast Guard Drawing 225-WLB-597-020, Rev B, SORS Hold Stowage and Rail System
Coast Guard Drawing 225-WLB-601-001, Rev AC, General Arr, Inboard & Outboard Profile
Coast Guard Drawing 225-WLB-612-001, Rev L, Lifelines, Liferails & Stanchions
Coast Guard Drawing 225-WLB-625-001 Rev G, Windows and Portlights
Coast Guard Drawing 225-WLB-625-001, Rev G, Windows & Portlights
Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain
Coast Guard Drawing FL 2605-034, Rev D, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1- 1/4"
Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 vi (Rev-0)
Coast Guard Drawing FL-1702-11, Rev -, Inspection of Sheaves
Coast Guard Fleet Drawing FL-2605-029, Rev L, Chain Stopper System – Rising Sheave Assembly
NAVSEA Drawing 803-1401892, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) 9077.1 (series), Equipment Lockout/Tags-Plus Instruction
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual
Coast Guard Technical Publication (TP) 10512, Section 573-A, July 2018, Buoy Handling Crane – Model
EB600-60-40
Coast Guard Technical Publication (TP) 11101, SWBS 583, Section A (SWBS 583A), Davit, Single Point Slewing Arm Model - RAD30 - 15.5 (BMD-710)
Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch
Coast Guard Technical Publication (TP) 3498, SWBS 573, Feb 2021, Buoy Chain Winch
Coast Guard Technical Publication (TP) 3534A_SWBS 324_A, Switchboards, Ship Service and Emergency Diesel Generator – Model D213041-M1.
Coast Guard Technical Publication (TP) 3555, 21-May-1996, Steering Gear Systems
Coast Guard Technical Publication (TP) 3558, Apr 2008, Manufacturer’s Instruction Book-SWBS Group(s) 573, Section B, Cross Deck Winch – Model BMD-471
Coast Guard Technical Publication (TP) 3559, Section 582A, Apr 2009, Aft Capstan, 21” - Model BMD-
Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch
Coast Guard Technical Publication (TP) 3749, 26-APR-05, 1-7/8 Inch ATON Mechanical Chain Stopper
Coast Guard Technical Publication (TP) 3796, Section A, Aug 2006, Galley Hood – Model NBDL-60 (13’-4”)
Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper
Fire Prevention and Response
Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, 2022, General Requirements
Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2022, General Requirements
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Requirements for Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2022, Welding and Allied Processes vii (Rev-0)
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), Jun 2022, General Requirements for Drawing Preparation
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test
Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2022, Clean Shipboard Ventilation Systems
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 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 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary Services
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses
OTHER REFERENCES
American National Standards Institute/National Electrical Manufacturers Association (ANSI/NEMA) AB 4, Mar 2011, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications
American Society for Testing and Materials (ASTM) International F1508, 2021, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services
American Society of Mechanical Engineers (ASME) B16.34, 2025, Valves-Flanged, Threaded, and Welding End
ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D3951, 2015, Standard Practice for Commercial Packaging
ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component Adhesives (AN)
Code of Federal Regulations (CFR) Title 29, Part 1910, Occupational Safety and Health Standards
Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment
Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, Occupational Safety and Health Standards for Shipyard Employment viii (Rev-0)
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment
Code of Federal Regulations (CFR) Title 40, Protection of the Environment
COMDTINST M10360.3C, Coatings and Color Manual
Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting
International Standard Organization (ISO) 2953, 2000, Mechanical Vibration, Balancing Machines, Description and Evaluation
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2019 Edition, Pressure Testing Of Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2022 Edition, Butterfly Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service
Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2019 Edition, Bronze Gate, Globe, Angle and Check Valves
MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component
Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness
MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric)
MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning
Underwriters Laboratories Inc. (UL) 1066, Low-Voltage AC and DC Power Circuit Breakers Used in Enclosures, Aug. 2022 ix (Rev-0)
CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY
The following is a list of property, 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)
10 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 10 N Rod Seal Repair Kit
(FL-2605-29 PC#37)
NSN: 2040-01-496-9422 2 ea. 3,030.07
10 N Repair Kit, Cable Chain (Includes Pads)
(FL-2605-29 PC#36)
NSN: 3020-01-538-0684 16 ea. 257.99
10 N Cylinder Assembly Actuating, Linear
NSN: 3040-01-496-9424 2 ea. 1,969.24
11 N Hand Pump SS NSN: 4320-01-517-1444 1 ea 1,499.66 11 N Pressure Gauge -
Model BMD-471 NSN: 6685-01-437-2519 4 ea 43.79
11 N Wire Rope Assembly NSN: 4010-01-643-2077 4 ea 900.00 11 N Hydraulic Brake
Repair Kit - Model
BMD-471
NSN: 3950-01-526-9090 4 ea. 913.00
11 N Counterbalance Valve
- Model BMD-471
NSN: 4810-01-353-0586 4 ea. 150.00
11 N Shuttle Valve - Model
BMD-471
NSN: 4820-01-317-2748 4 ea. 35.00
11 N Hydraulic Motor Seal Kit - Model BMD-471
NSN: 5330-01-475-4566 8 ea. 84.00
11 N Clutch Shoe - Model
BMD-471
NSN: 4910-01-475-4125 4 ea. 56.90
11 N Drum Bushing - Model
BMD-471
NSN: 3950-01-631-0884 8 ea. 272.00
11 N Shaft Bushing - Model
BMD-471
NSN: 3950-01-631-0771 4 ea. 298.00
11 N Gearbox Seal Kit (For Winch Gearbox
Assemblies) - Model
BMD-471
NIIN: XFC343225 PN: YMD-
8194-R
4 ea. 70.00
11 N Control Station Repair Parts. Kit
NSN: 6110-01-644-9898 4 ea. 438.00
11 N Flag Block Pivot Bearing
NSN: 3110-01-644-9905 4 ea. 675.00
11 N Flag Block Bearing Cup, Sheave
NSN: 3110-01-644-9670 4 ea. 231.00
11 N Flag Block Bearing Cone, Sheave
NSN: 3110-01-013-4036 4 ea. 182.00
11 N Seal NSN: 5330-01-287-2826 4 ea. 104.00 11 N Manifold Repair Kit PN: YMD-8192-R 4 ea. 551.00 12 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 x (Rev-0)
12 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 12 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00
12 N Level wind thrust bearing
NSN: 3120-01-621-2300 2 ea. 483.30
12 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 12 N Rexroth Sandwich
Flow Control NSN: 4810-01-505-9289 1 ea. 250.00
12 N Sun Sandwich Relief Valves
NSN: 4820-01-439-2451 2 ea. 900.00
12 Y Level Wind Hydraulic Cylinder
NSN: 3040-01-441-3721 1 ea. 7,423.00
12 N 3:1 Pilot Ratio, Vented Counterbalance Valve
Assembly
NSN: 4820-01-563-5841 1 ea 98.70
12 N Fully Adjustable Needle Valve
NSN: 4820-01-416-0579 1 ea 48.75
12 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 12 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998 12 N **Pump, Hydraulic
Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77
12 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 12 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 13 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 13 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91
16 N Swing Brake Seal Kit NSN: 5330-01-390-3514 PN:
90-016-2011
2 ea 68.45
16 N Swing Brake Disc Kit NSN: 3010-01-464-1040 PN:
90-016-2131
2 ea 187.20
16 N Swing Holding Valve NSN: 4820-01-466-4918 PN:
CBEA-LHV-YHL (Sun
Hydraulics)
1 ea 251.50
16 N Wire Rope Assembly NSN: 4010-01-620-9604 PN:
JWCG062100PL
1 ea 660.00
17 N Main Fall Wire Rope NSN: 4010-01-486-0047 PN:
JWCG13001919PL
1 2,642.00
17 N Aux Fall Wire Rope NSN: 4010-01-594-2228 PN:
JWCG75200637PL
1 805.32
29 N 21 inch Diameter Quick-Acting
Watertight Flush Scuttle, Steel, 3-Dog, Fwd Hinge 12 in coaming
NSN:N/A PN: N/A 1 ea. 10,000.00
35 N Directional Control Valve (DCV)
NSN: 4810-01-F19-5719 PN:
4WRE10E75-2X/G24K4/V
1 ea. 1137.00
35 N Amplifier Card NSN: 5996-01-F19-5720 PN:
VT-VRPA2-2-1X/V0/T1
1 ea. 958.21 xi (Rev-0)
35 N Amplifier Card Holder NSN: 5996-01-F19-5721 PN:
VT3002-1-2X/48F
1 ea. 367.50
35 N Mating Connector, 4P
G4WIF PG7 SW
NSN: 5935-01-F19-5722 PN:
R900023126
1 ea. 150.00
38 Y Window, heated, fixed, 42 IN x 72 IN, bronze, ½†heat treated clear
NSN: 2090-01-413-0480 ES
Marine Type KN-325-F
1 ea. $3,000 ea.
38 Y Window, heated, sliding, 52-5/16 IN x
34-7/8 IN, bronze, ½†heat treated clear
ES Marine Type 101SS 1 ea. $3,000 ea.
38 Y Window, heated, hinged, top, 42 IN x 44 IN, S.S, ½†heat treated clear
NSN: 2040-01-4105-4720 ES
Marine Type KN-130
1ea. $3,000 ea.
38 Y Window, heated, fixed, 42 IN x 72 IN, bronze, ½†heat treated clear
ES Marine Type KN-325-F 1 ea. $3,000 ea.
*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 xii (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 3.2.6.5 (Inspection report particulars)):
Work Item
Title
2 Hydraulically Operated Cargo Hatch, Inspect and Service
9 Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift
10 Hydraulic Chain Stoppers, Inspect And Service
11 Crossdeck Winches, Inspect and Service
12 Hydraulic Inhaul Winch, Inspect And Service
13 Mechanical Chain Stoppers, Inspect and Service
14 Warping Capstan, Inspect and Service
16 Single Point Davit, Inspect and Service
17 Buoy Crane, Appleton EB600-60-40, Inspect and Service
28 Bow Thruster Machinery Room Upper Deck, Inspect Piping and Preserve
30 Type Circuit Breakers, Inspect, Maintain & Test
31 Deck Covering and Ventilation Renew
32 Pilot House Windows and Frame, Repair and Reseal
34 Cargo Hatch Drain Piping, Renew
35 Directional Control Valve, Upgrade xiii (Rev-0)
PRINCIPAL CHARACTERISTICS
225' WLB (A-CLASS)
PHYSICAL
Length overall 225' 0" Length between perpendiculars 206' 0" Maximum beam 46' Designed draft 13' 0" Full load displacement 1929.74 Long Tons SW Light ship displacement 1544.38 Long Tons SW Minimum operating displacement 1906.70 Long Tons SW Mast height (above 12' waterline) 67' 5" Anchor Two 4000 lb standard Navy stockless anchors, 8 shots each, port and starboard, 1-
3/8 die lock chain
HULL
Bilge keels (port & starboard) Frames 42-79 Frame spacing FR 0 to 12 21" FR 12 to 30 22" FR 30 to 102 24"
MACHINERY
Main propulsion Diesel Reduction Diesel engines Two Caterpillar 3608, TA, 3100 BHP each @ 900 RPM Number of propellers 1 Number of blades 4 Diameter 10' Pitch Controllable
RPM 254
Ship's service diesel generators Two Caterpillar 3508 TA, 450 KW Emergency diesel generator One Caterpillar 3406 DITA, 280 KW Shore tie Two 450 VAC, 400 Amp, 3-wire Shaft bearing, forward Cooper Bearing 01-BCP-1400-EX-TL Shaft bearing, aft Water Lubricated Cutless Bearing
TANK CAPACITIES
Diesel oil 76,498 gal.
Fresh water capacity 8056 gal.
Hydraulic oil capacity 2785 gal.
Lube oil storage 764 gal.
Grey water tank 2700 gal.
Sewage holding tank 1700 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), Latest Version, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, 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
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure
2 (Rev-0)
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.
3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.
3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.
NOTE
NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.
Contractors can apply to NAVSEA headquarters directly for copies.
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 0800-1600, Monday through Friday, and limited to two 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 (Rev-0)
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.
3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Strenx 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Strenx 900, all welding procedures and welder qualifications for welding Strenx 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.
3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.
3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.
NOTE
NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Strenx 900 are considered the same as those for welding HY-130.
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 B, 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
4 (Rev-0)
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 TBD.
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 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:
5 (Rev-0)
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).
3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.
3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.
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.
6 (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
7 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL #
WORK ITEM
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.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
8 (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
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /
TIME
9 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
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:
RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA
RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO
SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):
Mean Reading (mils)
10 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
11 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK ITEM
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR)
*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
12 (Rev-0)
4.2 Tank and Void Assessment form.
13 (Rev-0)
14 (Rev-0)
55500_ACC_0323_IBCT
WORK ITEM 1: Fire Prevention Requirements
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.
NOTE
This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance SFLC Std Spec 5550. The Contractors Fire Plan must address Fire Protection and Response specifics as required in this Work Item.
3.1.1 The availability’s specific Fire Plan must always address the following:
material condition and fire protection boundary obstruction mitigations inoperable fittings log
15 (Rev-0) fire alarms firefighting equipment disposition
3.1.2 The Fire Plan must also address the following:
fire protection system status communication links temporary services power disconnects fire prevention and safety inspections
3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party (FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.
3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.
3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs
3.12.2 through 3.12.4.
3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550,…
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