ATTACHMENT 2 - Work Specification PAMLICO2 10-20.pdf
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- DRYDOCK REPAIRS FOR THE CGC PAMLICO
- Solicitation number
- 70Z08526QIBCT0068
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About this file
This is a Work Specification document for drydock repairs of the USCGC PAMLICO (WLIC-800), a 160-foot inland construction tender, scheduled for FY2027. The specification outlines 67 work items organized across hull inspection and preservation, propulsion system maintenance, tank cleaning and inspection, and fire prevention requirements. Performance location is at the Contractor's facility, with the vessel's home port in New Orleans, Louisiana.
Key services and products required include: underwater hull plating inspection and ultrasonic testing; appendage leak testing and preservation; fuel tank (diesel stowage, overflow, and service) cleaning and inspection with ultrasonic thickness measurements; propulsion shaft seal overhaul and inflatable renewal (Wartsila Type FSE 6-inch seals); propeller removal, inspection, and reconditioning; rudder assembly maintenance; sea valve and strainer overhaul; cathodic protection zinc anode renewal; deck preservation; lead paint and asbestos abatement; and drydock services. Government-furnished property includes major overhaul kits, shaft seals, propellers, rudders, bearings, fathometer transducers, and steering system components. The quotation deadline is 16 November 2026 at 2:00 PM Eastern Time, submitted via email to Sandra.a.martinez@uscg.mil and craig.j.lilly2@uscg.mil. Questions must be submitted by 03 November 2026 at 2:00 PM EST using the Request for Clarification attachment. The work requires compliance with Surface Forces Logistics Center (SFLC) Standard Specifications covering general requirements, welding, fire prevention, and preservation of ship structures, along with applicable ASTM, SSPC, and other industry standards for surface preparation, coating application, and quality assurance.
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Other files
| File | Type | Posted |
|---|---|---|
| Attach 3 - Past Performance Information Form BLANK.docx | DOCX document | |
| Attachment 4- Request for Clarifications PAMLICO 1.docx | DOCX document | |
| 70Z08526QIBCT0068 Pamlico DD 1020.docx | DOCX document | |
| ATTACHMENT 1 PAMLICO PRICING SHEET.xls | XLS spreadsheet |
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USCGC PAMLICO (WLIC 800)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2027
Developed By: GS IBCTPL
(Rev-0, 19 OCT 2026)
USCGC PAMLICO (WLIC-160A) DRYDOCK AVAILABILITY FY2027
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ............................................................................... xii Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics - Tender .............................................................................................................. xiv General Requirements WORK ITEM 1: Fire Prevention Requirements «TYPE» WORK ITEM 2: Hull Plating, U/W Body, Inspect WORK ITEM 3: Appendages, U/W, Leak Test WORK ITEM 4: Appendages, U/W, Internal, Preserve WORK ITEM 5: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect WORK ITEM 6: Voids, Non-Accessible, Leak Test WORK ITEM 7: Voids, Non-Accessible, Internal Surfaces, Preserve WORK ITEM 8: Tanks, MP Fuel Service, Clean and Inspect WORK ITEM 9: Propulsion Shaft Seals (Inflatable), Overhaul and Inflatable Renewal WORK ITEM 10: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 11: Propulsion Shafting, Straighten WORK ITEM 12: Mechanical Shaft Seal Assemblies, Renew WORK ITEM 13: Propulsion Shafting, Optical or Laser Alignment Check WORK ITEM 14: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 15: Propulsion Shaft Bearings, External, Renew WORK ITEM 16: Propulsion Stern Tube Bearings, Renew WORK ITEM 17: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 18: Propeller s, Remove, Inspect, and Reinstall WORK ITEM 19: Propeller, Minor Repairs and Reconditioning, Perform WORK ITEM 20: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 21: Fathometer Transducer, Renew WORK ITEM 22: Sea Valves and Waster Pieces, Overhaul Or Renew WORK ITEM 23: Sea Strainers, Duplex, All Sizes, Overhaul WORK ITEM 24: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 25: Rudders, Preserve, 100 Percent WORK ITEM 26: Rudder Stock Bearings Clearances, Check WORK ITEM 27: Rudder Stock Housing, Lower, Renew WORK ITEM 28: Rudder Stock Housing, Upper, Renew WORK ITEM 29: Hull Fittings (Mooring and Towing), Inspect and Test WORK ITEM 30: Spud Wells, Preserve WORK ITEM 31: Spud Wells, Inspect WORK ITEM 32: Tanks (Sewage Holding), Preserve, 100 percent WORK ITEM 33: Accessible Voids, Preserve, 100 Percent WORK ITEM 34: Tanks, Ballast, Preserve, 100 Percent WORK ITEM 35: Tanks, Ballast, Preserve, Partial WORK ITEM 36: Tanks, Dirty Oil and Waste, Preserve, 100 Percent, WORK ITEM 37: Tanks, Dirty Oil and Waste, Preserve, Partial, WORK ITEM 38: Accessible Void(s), Preserve, Partial, WORK ITEM 39: Tanks, Potable Water Preserve, 100 Percent WORK ITEM 40: Tanks, Potable Water, Preserve, Partial, WORK ITEM 41: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 42: Cathodic Protection, Zinc Anodes, Renew, iii (Rev-0)
WORK ITEM 43: Drydock WORK ITEM 44: Temporary Services, Provide - Tender WORK ITEM 45: Hull Plating, U/W Body, Ultrasonic Testing WORK ITEM 46: U/W Body, Preserve, Partial, Condition A WORK ITEM 47: U/W Body, Preserve, Partial, Condition B WORK ITEM 48: U/W Body, Preserve, Partial, Condition C WORK ITEM 49: Hull Plating Freeboard, Preserve, 100 Percent WORK ITEM 50: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew WORK ITEM 51: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew WORK ITEM 52: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew WORK ITEM 53: Hull and Structural Plating, General, 7.5 lbs., 3/16 in. Steel Plate, Renew WORK ITEM 54: Hull and Structural Plating, General, 7.65 lbs. Steel Plate, Renew WORK ITEM 55: Lead Dust, Clean WORK ITEM 56: Lead-Based Paint and Asbestos-Containing Material, Perform Partial Abatement WORK ITEM 57: Lead-Based Paint and Asbestos-Containing Material, Perform Spot Abatement WORK ITEM 58: Hull Plating, Freeboard, Ultrasonic Testing WORK ITEM 59: Bilges, Preserve WORK ITEM 60: Air-Escape (AE) System Piping, Renew WORK ITEM 61: Galley Sink Drain Piping, Renew WORK ITEM 62: Stanchions, Renew WORK ITEM 63: Rub Rail Repair WORK ITEM 64: Sewage Holding Tanks, Clean and Inspect WORK ITEM 65: Steering System Emergency Help Pump, Replace WORK ITEM 66: Sea Trial Performance, Support, Provide WORK ITEM 67: Tenting, Provide iv (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.
v (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
APM: Ensure all references are latest version in CG-LIMS. If editing a WI's References, change the same ref. in the Spec's Consolidated List of References and contact the SES section chief to change the source WI. Ensure any MS Word “Comments” and Tracked Changes are removed before uploading the Spec package or delivering to CPD.
Coast Guard Bill of Material 160 WLIC 55, Rev M, Arrangement Firemain System Piping
Coast Guard Bill of Material 160 WLIC 58, Rev G, Pollution Abatement & Drainage System
Coast Guard Bill of Material 160 WLIC 60, Rev C, Arrangement Tank Vent & Sounding Tubes
Coast Guard Bill of Material 160B WLIC 56, Rev -, Arr – Ballast & Bilge Piping
Coast Guard Bill of Material 160B WLIC 57, Rev E, Arrangement Hot & Cold Fresh Wtr Piping
Coast Guard Drawing _________________
Coast Guard Drawing 160 WLIC 0103-2, Rev A, Booklet of General Plans
Coast Guard Drawing 160 WLIC 0103-2, Rev A, Sheet 1, Booklet of General Plans
Coast Guard Drawing 160 WLIC 0500-001, Rev -, Lines Corrected
Coast Guard Drawing 160 WLIC 0700-002, Rev -, Docking Plan (PAMLICO)
Coast Guard Drawing 160 WLIC 0700-002, Rev -, Docking Plan (PAMLICO)
Coast Guard Drawing 160 WLIC 103-002, Rev A, Booklet of General Plans
Coast Guard Drawing 160 WLIC 103-002, Rev A, Booklet of General Plans
Coast Guard Drawing 160 WLIC 1101-001, Rev E, Shell Plating Expansion and Longitudinal Framing
Coast Guard Drawing 160 WLIC 1101-001, Rev E, Shell Pltg Expansion & Framing
Coast Guard Drawing 160 WLIC 1101-002, Rev D, Forepeak & Afterpeak Framing
Coast Guard Drawing 160 WLIC 1101-1, Rev E, Shell Pltg Expansion & Framing
Coast Guard Drawing 160 WLIC 1103-002, Rev A, Vertical Keel, Skeg, and Bottom Girders
Coast Guard Drawing 160 WLIC 1105-001, Rev C, Transverse Watertight and Oil Tight Bulkheads
Coast Guard Drawing 160 WLIC 1105-002, Rev D, Longitudinal Watertight and Oil Tight Bulkheads and Bottom Tanks
Coast Guard Drawing 160 WLIC 1108-002, Rev B, Shaft Struts and Stern Tubes
Coast Guard Drawing 160 WLIC 1108-002, Rev B, Shaft, Struts, And Stern Tubes
Coast Guard Drawing 160 WLIC 1201-001, Rev D, Hull Fittings and Chain Stoppers
Coast Guard Drawing 160 WLIC 1205-001, Rev F, Spudwells and Spuds
Coast Guard Drawing 160 WLIC 1205-1, Rev F, Spudwells and Spuds vi (Rev-0)
Coast Guard Drawing 160 WLIC 1205-3, Rev A-, Hull, Zinc Protectors
Coast Guard Drawing 160 WLIC 2200-001 (Including BM-32), Rev E, Steering Machinery Arrangement Rudder Stock & Fitting
Coast Guard Drawing 160 WLIC 2200-001 (Including BM-32), Rev E, Steering Machinery Arrangement Rudder Stock & Fitting
Coast Guard Drawing 160 WLIC 2200-001, Rev C, Steering Machinery Arrangement, Rudder Stock and Fittings
Coast Guard Drawing 160 WLIC 2200-001, Rev E, Steering Machinery Arrangement Rudder Stock & Fitting
Coast Guard Drawing 160 WLIC 2200-001, Rev E, Steering Machinery Arrangement, Rudder Stock and Fittings
Coast Guard Drawing 160 WLIC 244-003, Rev B, GA OF 6" TYPE FSE MANEGUARD SEAL
Coast Guard Drawing 160 WLIC 2901-004, Rev -, Curves of Form
Coast Guard Drawing 160 WLIC 4105-001, Rev D, Diag. F.O. Engine Cooling System
Coast Guard Drawing 160 WLIC 4105-002, Rev C, Arrangement of Engine Cooling Piping
Coast Guard Drawing 160 WLIC 4301-001, Rev G, Shafting & Prop Arrgt & Dets (Applicable for both A and B class)
Coast Guard Drawing 160 WLIC 4301-003, Rev A, Shafting Arrangement and Details
Coast Guard Drawing 160 WLIC 4301-003, Rev C, Shafting Arrangement and Details
Coast Guard Drawing 160 WLIC 4801-001, Rev D, Diag Firemain, Ballast & Bilge Sys
Coast Guard Drawing 160 WLIC 4801-002, Rev G, Arrgt Firemain Sys Piping
Coast Guard Drawing 160 WLIC 4801-003, Rev G, Arrgt Ballast & Bilge Piping
Coast Guard Drawing 160 WLIC 4804-001, Rev F, Diag Fresh Water Sys
Coast Guard Drawing 160 WLIC 4804-002, Rev F, Arrgt Hot & Cold Fresh Water Sys
Coast Guard Drawing 160 WLIC 4808-001, Rev F, Pollution Abatement & Drainage System
Coast Guard Drawing 160 WLIC 4809-001, Rev G, Arrangement Tank Vent & Sounding Tubes
Coast Guard Drawing 160 WLIC 700-001, Docking Plan
Coast Guard Drawing 160B WLIC 0103-3, Rev-, Booklet of General Plans
Coast Guard Drawing 160B WLIC 160B 0103-3, Rev- Booklet of General Plans
Coast Guard Drawing 160B WLIC 160B 0103-3, Rev-, Booklet of General Plans
Coast Guard Drawing 160-WLIC 244-3, Rev B, GA OF 6" Type FSE Maneguard Seal
Coast Guard Drawing 160-WLIC 4400-3, Rev A, Propeller (Supersedes 160-WLIC-4400-001, 4400-002, & 160B-WLIC-4400-001)
Coast Guard Drawing 160-WLIC 103-002, Rev -, Booklet of General Plans
Coast Guard Drawing 160-WLIC 103-2, Rev A, Booklet of General Plans
Coast Guard Drawing 160-WLIC 1101-01, Rev E, Shell Plating Expansion & Framing
Coast Guard Drawing 160-WLIC 6700-3, Rev D, Booklet of General Elex Arrg, Wrg & Details
Coast Guard Drawing 160-WLIC-1202-001, Rev D, Lifelines & Stanchions, Safety Handrails, Grabrods, Etc.
Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem
Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters
Coast Guard Yard Drawing {xxxxxx}, Rev {x}, Title
TBD
vii (Rev-0)
COAST GUARD PUBLICATIONS
«REF_A»
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual
Coast Guard Technical Publication (TP) 3494, Aug 2013, Technical Manual for Type F.S.E. Seal
Coast Guard Technical Publication (TP) 4914, 12-NOV-18, FSE Shaft Seal - 2nd Generation
Fire Prevention and Response
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements
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), Latest Version, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes
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), Latest Version, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine 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), 2018, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures
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 8634 (SFLC Std Spec 8634), 2022, Drydocking
Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary Services
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary Hull Accesses
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses viii (Rev-0)
Surface Forces Logistics Center Technical Specification 245-2 (SFLC TS 245-2), 2014, CPP Propellers and Blades
OTHER REFERENCES
«OTHER_REF»
American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2014, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities
American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects
American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End
American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and Welding End
APM: If work is being done in DD, no cofferdam is needed; delete cofferdam protective measures paragraph 3.1.3 and above NAVSEA ref. Above NAVSEA ref is accessible on-line
ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D1330, 2022, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D3359, 2009, Standard Test Methods for Measuring Adhesion by Tape Test
ASTM International (ASTM) D3951, Reapproved 2010, Standard Practice for Commercial Packaging
ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means
ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single-Component Adhesives (An)
ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN)
ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates
ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment
COMDTINST M10360.3C, Coatings and Color Manual
Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust- Petrolatum
Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert
Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections
Fernstrum Gridcooler Installation and Maintenance Manual, 2013, Form 175
For Caterpillar applications, use CAT Extended Life Pre-Mix coolant.)
International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive ix (Rev-0)
International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service
Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves
Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation
MIL PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application
MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)
MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application
MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application
MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application
MIL-PRF-24647, 2013, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
MIL-S-45180, Mar 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited)
MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting
MIL-STD-2199A (SH), Jan 2020, Covering for Waterborne Main Propulsion Shafting on U.S. Naval Surface Ships and Submarines
National Sanitation Foundation Standard//American National Standards Institute 372 (NSF/ANSI 372), 2020, Drinking Water System Components – Lead Content
National Sanitation Foundation Standard/American National Standards Institute 61 (NSF/ANSI 61), 2016, Drinking Water System Components – Health Effects x (Rev-0)
Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA- PRO-160, Nov 2011, Chapter 16, Cofferdams
Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA- PRO-160, Nov 2011, Chapter 16, Cofferdams
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183B, 2019, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2020 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning
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.11 (SSPC-SP 11), 2012, Power-Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning
The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2007, Brush-Off Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2012, Waterjet Cleaning of Metals – Light Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE), 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning xi (Rev-0)
The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Metal Blast Cleaning xii (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)
9 N 160 WLIC Major Overhaul
Kit H78011-01-9 2 ea. 8,000.00
10 Y **Propeller shaft NSN: 1 ea.
12 Y Wartsila Type FSE Seal (6”
Fully Split). Shaft Seal Assembly PN: H78011-01
NSN: 2995-01-604-5903 2 ea. 14,595.86
15 N Aft Strut Bearing NSN: 3120-01-051-2510 1 ea. 683 16 N Stern Tube Bearing NSN: 3120-01-046-8511 1 ea. $1,865 18 Y **Propeller (right hand) NSN: 2010-01-037-7295 1 ea.
18 Y **Propeller (left hand) NSN: 2010-01-037-7597 1 ea.
18 N **Propeller nut wrench NSN: 1 ea.
20 N Coolant (QTY in gallons) 310
21 N
***Fathometer Transducer, Shallow Water, 50-200 kHz
(Airmar Technology
SS505)
NSN: 5845-01-470-2500 2 ea. 343.63
24 Y **Rudder Blade NSN: 3120-01-560-3314 2 ea. 36,531 24 N Bearing Sleeve NSN: 3120-01-560-3316 2 ea. 2,693.45 65 N Jastram H90 Helm Pump Jastram JA-301002-5 1 ea. 2000
65 N Jastram Header Tank Aluminum 1.5 Liter
Jastram JA-501012-1 1 ea. 500
*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 xiii (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
3 Appendages, U/W, Leak Test
6 Voids, Non-Accessible, Leak Test
9 Propulsion Shaft Seals (Inflatable), Overhaul and Inflatable Renewal
10 Propulsion Shafting; Remove, Inspect, and Reinstall
14 Propulsion Shaft Bearings, External, Check Clearances
15 Propulsion Shaft Bearings, External, Renew
23 Sea Strainers, Duplex, All Sizes, Overhaul
24 Rudder Assembly, Remove, Inspect And Reinstall
45 Hull Plating, U/W Body, Ultrasonic Testing
59 Bilges, Preserve xiv (Rev-0)
PRINCIPAL CHARACTERISTICS - TENDER
160' WLIC (A-CLASS), INLAND CONSTRUCTION TENDER
PHYSICAL
Length overall 160' 10" Depth (main deck at side to baseline) 10' 0" Maximum beam 30' 0" Height of highest fixed projection 40’ 0” (above keel) Height of highest projection with antenna mast extended
49’ 6” (above keel)
Frame spacing 1' 0" Full load draft 4' 8 1/4" LCF Draft Full load displacement 484.22 Long tons (Fresh water) Shore tie voltage requirements N/A
HULL
Hull material Steel
MACHINERY
Number of propellers 2 Number of blades per propeller 4 Diameter of propeller 48" Pitch 44" fixed
RPM 475
Shaft diameter N/A
TANK CAPACITIES
Fuel tanks Fresh water tanks Lube oil
1 (Rev-0)
00000_0725_FLT
REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s 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.
3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.
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 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.
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 (Rev-0)
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.
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 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, 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.
3.5.2 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, 4 (Rev-0) 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 A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.
3.6 Local Policy. None.
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.
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
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 |
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
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
8 (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)
9 (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)
10 (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
11 (Rev-0)
4.2 Tank and Void Assessment form.
12 (Rev-0)
13 (Rev-0)
55500_ACC_0323_IBCT
WORK ITEM 1: Fire Prevention Requirements «TYPE»
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), 2020, 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
14 (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, paragraph 3.2.
3.6 Inoperable Fittings Log Requirements. The Contractor must conform to all inoperable fittings log requirements detailed in SFLC Std Spec 5550, paragraph 3.3.
3.6.1 The Contractor must maintain an Inoperable Fittings log. The logs must contain the same information as a Damage Control Closure Log found in Appendix A of SFLC Std Spec 5550. The log must remain at the access point of the vessel available for inspection or use by authorized personnel, i.e., casualty response. Deliver all logs to the CG when requested and at the end of the availability.
3.7 Fire Prevention Service Particulars. The Contractor must conform to the below listed fire prevention service requirements, in accordance with SFLC Std Spec 5550.
TABLE 1 – FIRE PREVENTION SERVICE SELECTION
*SUB-
PARAGRAPH
TITLE
Y/N
3.4 Fire prevention system status Y
3.4.1 Temporary firefighting system proposal Y
3.4.2 Emergent firefighting system inoperability approval and notification
Y
3.4.3 “Disabled equipment” signage for disabled initial responder equipment
Y
3.4.4 Firefighting system inoperability allowance for removed hazards
Y
15 (Rev-0)
*SUB-
PARAGRAPH
TITLE
Y/N
3.4.5 Maintain sprinkling zone operability Y
3.4.6 including all subparagaphs
Hazard mitigation for maintenance of fixed extinguishing systems
Y
3.4.7 Procedure implementation for enabling/disabling fire suppression systems
Y
3.4.8 Portable water pumping requirement for vessels
w/o installed capability
Y
3.4.9 Limitations on operation of major machinery
while firefighting systems are…
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