Attachment 2 Statement of Work Specification.pdf
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- Attached to
- DOCKSIDE: USCGC RESOLUTE DS FY24 Federal contract opportunity
- Solicitation number
- 70Z08024QMECP0019
About this file
This statement of work specification outlines requirements for dockside repairs to the USCGC RESOLUTE. The contractor will provide all necessary facilities, materials, equipment, and personnel to perform dockside repairs to the CGC RESOLUTE in accordance with Specification for Dockside Repairs FY2024, Revision 0 dated December 7, 2023. The period of performance for the repairs is from June 12, 2024 to August 6, 2024. The solicitation was issued by the Department of Homeland Security's United States Coast Guard.
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| File | Type | Posted |
|---|---|---|
| Attachment 1 Schedule of Services Blank Price Schedule.xls | XLS spreadsheet | |
| COMBINED SYNOPIS RESOLUTE DS1 FY24 70Z08024QMECP0019.pdf |
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Text version
USCGC RESOLUTE (WMEC 620)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2024
Developed By: Brett M Gardner
(Rev-0, 7 December 2023)
USCGC RESOLUTE (WMEC-210B) DOCKSIDE AVAILABILITY FY2024
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements ................................................................................................................................. xv WORK ITEM 1: Flexible Couplings, Renew WORK ITEM 2: Seawater Heat Exchangers, Clean, Inspect And Hydro 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: Boiler Exhaust Stack Uptakes, Commercial Clean WORK ITEM 6: Lube Oil Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 7: Chill Water System, Clean and Flush WORK ITEM 8: Boilers, Renew WORK ITEM 9: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 10: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 11: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift ... 39 WORK ITEM 12: Steering Gear, General, Overhaul WORK ITEM 13: Single Point Davit, Inspect and Service WORK ITEM 14: Sewage Discharge and Vacuum Pumps, Renew WORK ITEM 15: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 16: Sewage Holding Tanks, Clean and Inspect WORK ITEM 17: Sewage Piping, Clean and Flush WORK ITEM 18: Tanks, Grey Water Holding, Preserve, Partial WORK ITEM 19: Tanks (Sewage Holding), Preserve, Partial WORK ITEM 20: Emergency Diesel Generator (EDG) Fuel Oil Tank, Modify WORK ITEM 21: Oily Water Separator, Replace WORK ITEM 22: Ventilation Ducting and Equipment, Renew WORK ITEM 23: Deck and Bulkhead Plating, Renew WORK ITEM 24: Bridge Window And Equipment, Renew WORK ITEM 25: Deck Covering, Electrical Matting, Renew WORK ITEM 26: Piping Insulation, Renew WORK ITEM 27: Privacy Curtains, Install WORK ITEM 28: Tanks, MP Fuel Stowage and Overflow, Clean, Inspect and Repair WORK ITEM 29: Deck Covering and Coaming, Renew WORK ITEM 30: Potable Water Piping, Renew WORK ITEM 31: Steam Piping, Renew WORK ITEM 32: Fire Pumps, Replace 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 Bill of Materials 627 WMEC 011, Rev C, 3rd Dk, 2nd Dk, Main Dk, 01 Dk, 02 Dk &
Bridge Dk Pltg & Supports Coast Guard Bill of Materials 627 WMEC 017, Rev D, Superstructure – Aircastle, 01 & 02 Deck House
& Stack Coast Guard Bill of Materials 627 WMEC 024, Rev B, Arrgt Of Ventil, Infan & Intake Rooms 1-63-1 &
2-Q & 1-108-0-Q Coast Guard Bill of Materials 627 WMEC 027, Rev J, Arrgt Vent & Air Cond Main Deck Coast Guard Bill of Materials 627 WMEC 039, Rev E, Arr. Of Hot & Cold Potable Water Coast Guard Bill of Materials 627 WMEC 061, Rev H, Arr. Stm. Feed & Cond. Sys. Piping Coast Guard Bill of Materials 627 WMEC 073, Rev C, Arr Of Chilled & Hot Wtr Sys O.S. Machy Sp Coast Guard Bill of Materials 627 WMEC 078, Rev E, Arr. Of Lube Oil System Coast Guard Bill of Materials 627 WMEC 099, Rev C, Arrt MSD System Coast Guard Bill of Materials 627 WMEC 134, Rev C, HVAC Cont Wrg Blk Wrg & Schem W.D.
Coast Guard Bill of Materials 627 WMEC 314, Rev A, Clear View Screen Fixed Windows & Electrically
Heated Fixed Window Coast Guard Drawing 618 WMEC 123-007, Rev A, Structural Mods, GEA Westfalia OWS Install Coast Guard Drawing 618 WMEC 182-002, Rev Y, Foundations In Engine Room Coast Guard Drawing 618 WMEC 185-002, Rev F, Foundations For Refrigeration Compressor
Condenser Unit & Misc. Foundations in Aux Machinery Space 4-156-0-E Coast Guard Drawing 618 WMEC 256-003, Rev B, CAT 3306B EDG Installation S.W. Cooling Piping
Mods Coast Guard Drawing 618 WMEC 261-002, Rev M, Arrangement of Fuel Oil System Coast Guard Drawing 618 WMEC 261-007, Rev B, Piping Mod IWO EDG Fuel Oil Tank Relocation
Title and Materials List Coast Guard Drawing 618 WMEC 261-008, Rev C, Emergency Generator Fuel Tank Aft Steering Coast Guard Drawing 618 WMEC 320-001, Rev AY, 440V/115V One Line Diagram Block Wiring Coast Guard Drawing 618 WMEC 320-011, Rev A, Electrical Power Sys Mods, GEA Westfalia OWS
Install Coast Guard Drawing 618 WMEC 320-060, Rev -, OWS Booster Pump and Cooling Fan Install v (Rev-0)
Coast Guard Drawing 618 WMEC 512-029, Rev C, MEP Vent Mods To Fan Rm 1-63-1-Q & Sup Sys 01-96-1
Coast Guard Drawing 618 WMEC 521-001, Rev H, Diagram Fire Main, Sprinkling & Washdown Coast Guard Drawing 618 WMEC 529-011, Rev A, Piping Mods GEA Westfalia OWS Install Coast Guard Drawing 618 WMEC 533-001, Rev N, Diagram Hot And Cold Potable Water System Coast Guard Drawing 618 WMEC 535-001, Rev K, Diagram Steam, Feed And Condensate System
Piping Coast Guard Drawing 618 WMEC 535-002, Rev K, Arr. Stm, Feed And Condensate System Piping Coast Guard Drawing 618 WMEC 551-003, Rev E, Arrangement Compressed Air Piping Outside
Machinery Space Coast Guard Drawing 618 WMEC 635-002, Rev J, Sheathing And Insulation Coast Guard Drawing 627 WMEC 101-001, Rev -, Structural Details Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing & C.V.K.
Coast Guard Drawing 627 WMEC 123-002, Rev C, New Double Bottom Fuel Tank Structure Details Coast Guard Drawing 627 WMEC 123-003, Rev B, Lube Oil, Dirty Oil, & Diesel Oil Overflow Tanks
Structural Details Coast Guard Drawing 627 WMEC 123-007, Rev A, Structural Mods, GEA Westfalia OWS Install Coast Guard Drawing 627 WMEC 131-001, Rev D, Second & Main Deck Plating & Supports Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating & Supports Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports Coast Guard Drawing 627 WMEC 152-001, Rev G, Superstructure – Aircastle, 01 & 02 Deckhouse &
Stack Coast Guard Drawing 627 WMEC 154-001, Rev C, Aluminum Pilothouse Details Coast Guard Drawing 627 WMEC 182-001, Rev C, Main Engine Foundations Coast Guard Drawing 627 WMEC 182-002, Rev G, Foundations In Engine Room Coast Guard Drawing 627 WMEC 184-001, Rev N, Pilothouse & Bridge Deck Fdns Coast Guard Drawing 627 WMEC 185-002, Rev F, FDN For Refrig’n Compressor Condens Unit & Misc.
Fdns in Aux Machinery Space 4-156-0-E Coast Guard Drawing 627 WMEC 201-001, Rev C, Arrangement of Machinery Plans, Sections &
Elevations Coast Guard Drawing 627 WMEC 243-001, Rev D, Arrangement and Details Stern Tube Seals Coast Guard Drawing 627 WMEC 243-008, Rev K, Shaft Installation Coast Guard Drawing 627 WMEC 252-001, Rev G, Control Air Piping Arrangement Coast Guard Drawing 627 WMEC 252-006, Rev -, LUFKIN HSQ2724 Marine Gear Schematics – Lube
Oil System and Wiring Coast Guard Drawing 627 WMEC 259-001, Rev D, Arrangement Exhaust Piping Coast Guard Drawing 627 WMEC 261-001, Rev C, Diagram Fuel Oil System Coast Guard Drawing 627 WMEC 261-002, Rev F, Arrangement of Fuel Oil System Coast Guard Drawing 627 WMEC 262-001, Rev E, Arrangement Of Lube Oil System Coast Guard Drawing 627 WMEC 262-002, Rev E, Diagram Lube Oil System Coast Guard Drawing 627 WMEC 262-005, Rev A, Mods to Lube Oil & Associated Piping for Spinner II
Installation Coast Guard Drawing 627 WMEC 320-001, Rev BA, 440V/115V One Line Diagram Block Wiring vi (Rev-0)
Coast Guard Drawing 627 WMEC 320-007, Rev -, Electrical Power Sys Mods, GEA Westfalia OWS Install
Coast Guard Drawing 627 WMEC 512-003, Rev C, Fan Rooms 1-63-1-Q, 1-63-2-Q, & 1-108-0-Q Coast Guard Drawing 627 WMEC 512-007, Rev D, Ventilation Diagram - Main Deck Coast Guard Drawing 627 WMEC 512-011, Rev H, Arrangement Ventilation & Air Conditioning Main
Deck Coast Guard Drawing 627 WMEC 512-022, Rev -, Arrangement Ventilation & Equipment List Coast Guard Drawing 627 WMEC 512-025, Rev -, Ventilation Diagram Main Deck Coast Guard Drawing 627 WMEC 514-001, Rev D, Diagram: Heating And Chilled Water System Coast Guard Drawing 627 WMEC 514-002, Rev C, Arrangement of Chilled and Hot Water System
Inside Machinery Space Coast Guard Drawing 627 WMEC 514-003, Rev D, Arrangement Of Chilled And Hot Water System
Outside Machinery Space Coast Guard Drawing 627 WMEC 514-004, Rev C, Heating, Ventilation & Air Cond Control, Block &
Schematic Wrg Diagrams Coast Guard Drawing 627 WMEC 517-001, Rev H, Boiler & Feedwater Pump Control Block &
Schematic Wiring Diagram Coast Guard Drawing 627 WMEC 521-001, Rev C, Diagram Fire Main, Sprinkling & Washdown Coast Guard Drawing 627 WMEC 528-001, Rev H, Arr. of Plumbing Sys & Deck Drains Coast Guard Drawing 627 WMEC 529-012, Rev A, Piping Mods GEA Westfalia OWS Install Coast Guard Drawing 627 WMEC 533-001, Rev K, Diag Hot & Cold Potable Water Systems Coast Guard Drawing 627 WMEC 533-002, Rev H, Arr Of Hot And Cold Potable Water Coast Guard Drawing 627 WMEC 533-003, Rev C, Piping Diagram & Arrg’t Helicopter Engine Water
Washdown Coast Guard Drawing 627 WMEC 533-009, Rev C, Potable Water System Mods Incidental To Boiler
Life Improvement Coast Guard Drawing 627 WMEC 535-001, Rev G, Diagram Steam, Feed And Condensate System
Piping Coast Guard Drawing 627 WMEC 535-002, Rev H, Arr. Stm., Feed & Condensate System Piping Coast Guard Drawing 627 WMEC 535-003, Rev-, Steam Piping Mods Incid to Bos’n Stores and
Workshop Ventilation Mods Coast Guard Drawing 627 WMEC 535-005, Rev-, Arr Steam Feed and Condensate Sys Coast Guard Drawing 627 WMEC 535-006, Rev-, Steam, Feed & Condensate Steam Mods to Incidental to Boiler Life Improvement Coast Guard Drawing 627 WMEC 536-001, Rev C, Diagram Sea Water Piping for Mn Engs, Aux &
Emergency Gens. & A.C. Condensers Coast Guard Drawing 627 WMEC 536-002, Rev G, Arr. of S.W. Cooling for Main and Aux. Engines &
A/C Condensers Coast Guard Drawing 627 WMEC 536-003, Rev D, Diagram – F.W. for Machinery Cooling Coast Guard Drawing 627 WMEC 536-004, Rev E, Arr. F.W. For Mach’y Cooling Coast Guard Drawing 627 WMEC 536-053, Rev A, Heat Exchanger Coast Guard Drawing 627 WMEC 551-001, Rev E, Diagram Compressed Air Piping Coast Guard Drawing 627 WMEC 551-002, Rev D, Arrangement of Compressed Air in Machinery Space vii (Rev-0)
Coast Guard Drawing 627 WMEC 551-003, Rev D, Arrangement Compressed Air Piping Outside Machinery Space
Coast Guard Drawing 627 WMEC 561-053, Rev -, 4” Opposed Ram Power Unit with Adjustable Links for Tiller Connection
Coast Guard Drawing 627 WMEC 583-003, Rev C, Boat Davit Hydraulic Circuit Coast Guard Drawing 627 WMEC 583-007, Rev D, D5700 CT SPD/RHI Arrg’t & Dets. Port Side Coast Guard Drawing 627 WMEC 593-001, Rev B, Diagram - MSD System Coast Guard Drawing 627 WMEC 593-002, Rev D, Arrg’t.MSD System Coast Guard Drawing 627 WMEC 601-001, Rev F, Outboard Profile Coast Guard Drawing 627 WMEC 601-002, Rev B, Inboard Profile Coast Guard Drawing 627 WMEC 601-003, Rev E, General Arrangement - Second And Third Decks Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement - Main And 01 Decks Coast Guard Drawing 627 WMEC 601-005, Rev F, Gen Arrg 02 Lvl, Brdge Dk & House Top Coast Guard Drawing 627 WMEC 613-005, Rev -, Privacy Curtain Installation Coast Guard Drawing 627 WMEC 621-003, Rev D, Joiner General Arrangement 01 Deck, 02 Deck &
Bridge Deck Coast Guard Drawing 627 WMEC 622-001, Rev D, Arrg’t Dets of Ladders, Grating, Floor Plates in
Machy Space – Plans Coast Guard Drawing 627 WMEC 625-001, Rev C, Pilothouse Window Casings Coast Guard Drawing 627 WMEC 625-002, Rev -, Schedule of Fixed Lights and Windows Coast Guard Drawing 627 WMEC 634-001, Rev D, Deck Coverings Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing And Insulation Coast Guard Drawing 627 WMEC 651-001, Rev H, Arrg’t Crews Galley, Mess & Scullery Coast Guard Drawing 627 WMEC 800-002, Rev A, Strg Sys Hyd Mchry & Ppg Installations NAVSEA Drawing 804-5959214, Rev -, Piping Insulation - Installation Details
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual Coast Guard Technical Publication (TP) 2188, Feb 2020, Steam Heating Boiler - Model 5848-14E Coast Guard Technical Publication (TP) 2754, SWBS 583, August 2013, Hydraulic Power Unit (HPU) Coast Guard Technical Publication (TP) 3240B, SWBS 583, May 2010, Hydraulic Power Unit – Motor
Controller Coast Guard Technical Publication (TP) 3241A, SWBS 593, June 2011, Vacuum Sewage System Coast Guard Technical Publication (TP) 3241A, SWBS 625 Coast Guard Technical Publication (TP) 3485C, SWBS 583, Sept 2013, Single Point Boat Model
D5700CT
Coast Guard Technical Publication (TP) 3965, Apr 2020, Air Conditioning System, R-134A – Model
90RMC025-D-6-D005/MS1
Coast Guard Technical Publication (TP) 4034, Aug 2018, SWBS 561, Electro-Hydraulic Steering System
& Alarm System Upgrade Coast Guard Technical Publication (TP) 4035, Aug 2018, Fire Pump Coast Guard Technical Specification D-123-2046, Feb 2020, 210’ WMEC B Class Fluid Handling Plan for Tank Inspections viii (Rev-0)
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors
Surface Forces Logistics Center Standard Specification 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 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses
OTHER REFERENCES
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities American Society for Testing and Materials (ASTM) International F1508, 2016, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and
Welding End ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F1387, 2019, Standard Specification for Performance of Piping and Tubing
Mechanically Attached Fittings ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal
Insulation for Piping and Machinery ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, Occupational Safety and Health Standards for Shipyard Employment Commercial Item Description (CID) A-A-59588, July 2018, Rubber Silicone Federal Specification (Fed Spec) DDD-C-95, Mar 1972, Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic 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 Flowserve 71569102, Feb 2002, User Instructions Manual GEA Westfalia Installation Instructions No. 2058-9601-020 Edition 0211 GEA Westfalia Separator Device list CP, P1451546584-9913-DVL000A Rev A dated 2015-10-19 GEA Westfalia Separator Drawing 8106-2021-029 Rev. 02, dated 2016-01-20 GEA Westfalia Separator Drawing P1451546584-9913-LAY000B dated 2015-10-19 GEA Westfalia Separator Drawing P1451546584-9913-PID000A dated 2015-10-19 ix (Rev-0)
GEA Westfalia Separator Operating Data Sheet P1451546584-9913-PDS000 dated 2015-10-19 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, 2017 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 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-G-21164, Jul 2019, Grease, Molybdenum Disulfide, for Low and High Temperatures, NATO Code
Number G-353 MIL-PRF-17672E, Oct 2010, Hydraulic Fluid, Petroleum, Inhibited MIL-S-22698, Dec 2020; Steel Plate, Shapes and Bars, Weldable Ordinary Strength and Higher Strength:
Structural MIL-STD-419 E, Aug 2017, Cleaning, Protecting, and Testing Piping, Tubing, and Fittings for Hydraulic
Power Transmission Equipment NAVSEA Drawing 804-5773932, Rev A, Acoustic & Thermal Insulation for Ducts Installation Details 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) C-6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP-1), 2015, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 3, (SSPC-SP-3), 2018, Power Tool Cleaning x (Draft-1)
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)
1 N 2.5 inch by 18 inch
Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled Flanges
PN: EJ 3 ea. 760.00
1 N 2.5 inch, 125# A36 Zinc Electric Retaining
Ring
PN: 740-00256 6 ea. 24.00
1 N 3 inch by 18 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 4 ea. 799.00
1 N 3 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00306 8 ea. 24.00
1 N 5 inch by 18 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 1 ea. 984.00
1 N 5 inch by 18.5 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 4 ea. 1,120.00
1 N 5 inch by 19 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 1 ea. 1,120.00
1 N 5 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00506 12 ea. 34.00
1 N 6 inch by 17 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 1 ea. 1,120.00
1 N 6 inch by 18 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 1 ea. 1,120.00 xi (Draft-1)
1 N 6 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00606 4 ea. 37.00
1 N 2.5 inch by 18 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 2 ea. 1,209.00
1 N 2.5 inch, 125# A36 Zinc Electric Retaining
Ring
PN: 740-00256 4 ea. 24.00
1 N 5 inch by 18 inch Single Arch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150# Drilled Flanges
PN: EJ 2 ea. 1,526.00
1 N 5 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00506 4 ea. 34.00
1 N 2.5 inch by 6 inch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
PN: EJ 6 ea. 130.00
1 N 2.5 inch, 125# A36 Zinc Electric Retaining
Ring
PN: 740-00256 12 ea. 24.00
2 N MDE JW Seal Kit NSN: 2930-01-602-8570 P/N:
10-1AEW SEAL
2 ea 1,250.00
6 N Gasket, Shell, Inner NSN: 5330-01-478-5220 2 ea 27.00 6 N O-ring, Shell, Outer
End NSN: 5331-01-478-5310 4 ea 19.00
6 N Gasket, Shell, Outer NSN: 5330-01-478-5215 4 ea 29.00 8 N Way-Wolff Boiler
Model No. 5848-14E NSN: 4410-01-230-8024 2 ea. 43,682.00
12 N Packing, ram, preformed
NSN: 5330-00-599-2657 10 ea. 332.56
12 N **Valve, counterbalance, 1000- 4000 psi, 30 gpm, 25 psi check
NSN: 4810-01-353-0586 4 ea. 67.33
12 N **Valve, safety relief NSN: 4820-01-241-5464 PN:
CS06F50
2 ea. 466.33
12 N **Valve, check, 25 psi, 32 gpm
NSN: 4820-01-627-7022 4 ea. 58.64
12 N **Float switch, liquid level
NSN: 6680-01-673-5099 2 ea. 425.00
12 N **Valve, safety relief NSN: 4820-01-571-9823 PN:
RAH101S30
2 ea. 41.70
12 N **Coupling half, shaft NSN: 3010-01-675-1842 PN:
RC2-0625-156
2 ea. 25.30 xii (Draft-1)
12 N **Coupling half, shaft NSN: 3010-01-674-9183 PN:
RC2-1375-312
2 ea. 25.30
12 N **Insert, flexible coupling, pump to motor
NSN: 3010-01-674-8153 2 ea. 11.70
12 N **Pump, rotary Honor series 2D, CW
NSN: 4320-01-673-6806 2 ea. 536.00
13 N Rope, wire assembly with swage socket
PN: FL-8201-093 Item 1 NSN:
4010-01-602-8365
1 ea. 250.00
13 Y Hook, release PN: APR-356-CBH NSN:
4030-01-467-1005
1 ea. 4,340.00
13 Y **Davit control console
PN: 60576 NSN: 2030-01-612-
1 ea. 44,000.00
14 N Sewage Discharge Pump
NSN: 4320-01-273-9350 2 ea. 4,719.00
14 N Sewage Vacuum Transfer Pump
NSN: 4320-01-519-3163 2 ea. 4,719.00
21 N GEA Westfalia BilgeMaster-E 500
Clean Design
NSN: 4330-01-F17-5256 PN:
WSE 5-01-037
1 ea. 76,600.00
21 N Booster Pump Control Panel
NSN: 6110-01-F20-6126 PN:
BCP11-0.5-D-L1-E2-POL-
PRL-DSP
1 ea. 2,300.00
21 N Potable Water Booster Pump (Grundfos
Model)
NSN: 4320-01-689-8635 PN:
CR 1-4-1-FGJ-I-E-HQQE-60
HZ
1 ea. 1,100.00
21 N Thermal Transfer System
NSN: 4420-01-F21-6424 PN:
AOC-08-41-1PH
1ea. 500.00
21 N Simplex Strainer, 1 inch
NSN: 4730-01-440-0844 PN:
ST072101BF10A
1 ea. 240.00
24 N Sliding, Aluminum frame, 25 in x 30 in, Clear Opening, 3/8 inch thick glass
PN: CC-10194 4 ea. 9,750.00
24 N **Wiper Assemblies NIIN: 011960072 4 ea 2,000.00 24 N Counterbalance
Springs PN: 121 10 ea. 135.00
24 N Spring Loaded Adjusters
PN: CC-1038-6 5 ea. 135.00
24 N Bumpers PN: CC-1038-10-S 10 ea. 35.00 24 N Sliding Channel Felt PN: 1193 75 ft. 10.00 24 N Glass Holder Gasket PN: 1140 5 ea. 50.00 32 N Fire Pump NSN: 4320-01-674-4640 PN:
71569102 2 ea. 21,750.00
32 N Fire Pump Controller NSN: 6110-01-F19-5820 2 ea. 4,492.00 **New or refurbished equipment that the Government may provide for installation in place of existing equipment.
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 3.2.6.1.4 (Inspection report particulars)):
Work Item Title
13 Single Point Davit, Inspect and Service
28 Tanks, MP Fuel Stowage and Overflow, Clean, Inspect and Repair xiv (Rev-0)
PRINCIPAL CHARACTERISTICS
210' WMEC (B-CLASS)
PHYSICAL
Length overall 210' 6" Length between perpendiculars 200' 0" Beam molded 34' 0" Depth molded, main deck amidships 19' 6" Full load displacement 1,170 long tons Draft, full load to baseline amidships *Baseline is 9” below keel amidships
12' 0"
Design drag between perpendiculars 1' 6" Highest projection above baseline *VHF-FM ADF antenna
90' 0"
Shore tie voltage requirements 400A / 440V Frame spacing 1' 0"
MACHINERY
Main propulsion 2 ALCO Model 16-251-B Diesel Engines, 5,000 BHP total Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle
Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle
Number of propellers 2 Propeller diameter 7' 6" Number of blades, each 4 Pitch Controllable Shaft RPM 300 Shaft diameter 8.25" at exit of hull Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each
TANK CAPACITIES
Diesel fuel total (95%) 48,427 gal.
Fresh water total (100%) 11,693 gal.
JP-5 fuel total (95%) 4,683 gal.
Lube oil total (95%) 2,390 gal.
xv (Rev-0)
00000_0623_FLT
REC_00000_FLT_Commercial Project @ CG Facility (0121)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures
OTHER REFERENCES
Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, 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
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.
xvi (Rev-0)
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.
3.2 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.
3.3.3.1.2 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 xvii (Rev-0) 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 Weldox 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 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 available.
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’ xviii (Rev-0)
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:
3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.
3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.
3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.
3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).
3.6.1 The Contract must provide suitable double containment for any area where petroleum products will be stored.
3.6.2 Ship hurricane preparedness. The contractor must stagger maintenance between June 1st and November 30th to ensure one of the following pieces of machinery is available for operations: Main Diesel Engine, Ship Service Diesel Generator, Anchor windless & Ground tackle and Steering Gear
3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.
3.7.1 None.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
xix (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/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME
xx (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL # WORK ITEM
# WORK ITEM TITLE
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
xxi (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/NACE No. 2
SSPC-SP WJ-2/NACE 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/NACE INSPECTOR SIGNATURE CERT. # DATE /
TIME
xxii (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/NACE No. 2
SSPC-SP WJ-2/NACE 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) xxiii (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)
xxiv (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL # WORK ITEM
# WORK ITEM TITLE
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
xxv (Rev-0)
4.2 Tank and Void Assessment form.
xxvi (Rev-0)
1 (Rev-0)
23300_CMD_0121_210_270
REC_23300_210_270_210’ WMEC ‘B’ Class (ALL) (0920)
WORK ITEM 1: Flexible Couplings, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to renew designated flexible couplings and associated hoses for the Main Diesel Engines, Ship Service Diesel Generators, and Emergency Diesel Generators.
1.2 Government-furnished property.
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST
($/UNIT)
N 2.5 inch by 18 inch Expansion
Joint, Nitrile Tube and FR Neoprene Cover, 150# Drilled
Flanges
PN: EJ
3 ea. 760.00
N 2.5 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00256 6 ea. 24.00
N 3 inch by 18 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
4 ea. 799.00
N 3 inch, 125# A36 Zinc Electric Retaining Ring
PN: 740-00306
8 ea. 24.00
N 5 inch by 18 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
1 ea. 984.00
N 5 inch by 18.5 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
4 ea. 1,120.00
N 5 inch by 19 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
1 ea. 1,120.00
N 5 inch, 125# A36 Zinc Electric
PN: 740-00506
12 ea. 34.00
N 6 inch by 17 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
2 (Rev-0)
N 6 inch by 18 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
N 6 inch, 125# A36 Zinc Electric
PN: 740-00606
4 ea. 37.00
N 2.5 inch by 18 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
2 ea. 1,209.00
PN: 740-00256
4 ea. 24.00
N 5 inch by 18 inch Single Arch Expansion Joint, Nitrile Tube and FR Neoprene Cover, 150#
Drilled Flanges
2 ea. 1,526.00
N 5 inch, 125# A36 Zinc Electric
PN: 740-00506
4 ea. 34.00
N 2.5 inch by 6 inch Expansion Joint, Nitrile Tube and FR
Neoprene Cover, 150# Drilled
6 ea. 130.00
PN: 740-00256
12 ea. 24.00
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 618 WMEC 256-003, Rev B, CAT 3306B EDG Installation S.W. Cooling Piping
Mods Coast Guard Drawing 627 WMEC 262-001, Rev E, Arrangement Of Lube Oil System Coast Guard Drawing 627 WMEC 262-002, Rev E, Diagram Lube Oil System Coast Guard Drawing 627 WMEC 262-005, Rev A, Mods to Lube Oil & Associated Piping for Spinner II
Installation Coast Guard Drawing 627 WMEC 536-002, Rev G, Arr. of S.W. Cooling for Main and Aux. Engines &
A/C Condensers Coast Guard Drawing 627 WMEC 536-003, Rev D, Diagram – F.W. for Machinery Cooling
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General
Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures
OTHER REFERENCES
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe
Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation
3 (Rev-0)
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).
3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, (Interferences). Known interferences include, but are not limited to the following:
• Deck plates
• Work bench
• Piping
• Engine room machinery
3.2 Removal. The Contractor must disconnect and remove the flexible connections between the main engine, ship service diesel generator or emergency diesel generator and the connected fluid systems for fuel, oil, lube oil, jacket water and seawater in accordance with the Coast Guard drawings and publications listed in Section 2 (References).
3.3 Alignment between coupling flanges. The Contractor must inspect each expansion joint piping flanges for axial, lateral, angular, and…
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