Attachment 2 - CGC BARBARA MABRITY (WLM 175) DS Specification.pdf
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- Solicitation number
- 70Z08524QIBCT0021
About this file
This document is the specification for dockside repairs to be performed on the USCGC BARBARA MABRITY (WLM 559), a 175-foot Buoy Tender/Keeper Class vessel, as part of a federal contract opportunity.
The key details are:
- The work includes various dockside repairs to be performed in FY2025, including inspecting and servicing the hydraulically-operated cargo hatch, hydraulic chain stoppers, hydraulic crossdeck winches, hydraulic inhaul winch, mechanical chain stoppers, warping capstan, single point davit, buoy crane, gas detectors, cranes, thrusters, AFFF system, ventilation, scuttles, and more.
- The government will provide various materials and equipment as government-furnished property.
- The contractor must comply with specified Coast Guard drawings, technical publications, and standard specifications, as well as follow requirements for environmental protection, welding, preservation, and quality control.
- The solicitation number is 70Z08524QIBCT0021 and the contracting agency is the Department of Homeland Security US Coast Guard.
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USCGC BARBARA MABRITY (WLM 559)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2025
Developed By: Brenden J Lee
(Rev-0, 16 May 2024)
USCGC BARBARA MABRITY (WLM-175) DOCKSIDE AVAILABILITY FY2025
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics - TENDER ......................................................................................................... xiii General Requirements WORK ITEM 1: Fire Prevention Requirements WORK ITEM 2: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 3: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 4: Hydraulic Crossdeck Winches, Inspect And Service WORK ITEM 5: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 6: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 7: Warping Capstan (Aft), Inspect and Service WORK ITEM 8: Single Point Davit, Disassemble and Inspect WORK ITEM 9: Buoy Crane, Inspect And Service WORK ITEM 10: 175’ WLM H2S Gas Detector, Replace WORK ITEM 11: Crane Winch DCV, Replace WORK ITEM 12: Thruster Quick Disconnects (QDs), Install WORK ITEM 13: Buoy Crane Main Winch, Replace WORK ITEM 14: Directional Control Valve, Upgrade WORK ITEM 15: TCTO (TM2030.0) AFFF System, Modification WORK ITEM 16: AFFF Hose Reel Equipment and Foundation, Renew WORK ITEM 17: In-Haul Winch Foundation Repair WORK ITEM 18: Focsle Ventilation, Renew WORK ITEM 19: Scuttles (External), Repair WORK ITEM 20: R.H.I.B. Accumulator Foundation, Renew WORK ITEM 21: Sea Bay, Clean and Inspect WORK ITEM 22: Tanks, Potable Water, Preserve, Partial, iii (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
iv (Rev-0)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.
All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 130-001, Rev -, Mods to Buoy Deck Incidental to Hawser Pipe Cover Coast Guard Drawing 175 WLM 180-003, Rev G, Foundations Hull Block 920 Coast Guard Drawing 175 WLM 180-005, Rev K, Foundations Hull Block 940 Coast Guard Drawing 175 WLM 262-001, Rev J, Lube Oil System Diagram Coast Guard Drawing 175 WLM 262-005, Rev G, Lube Oil System A/D – Hull Blocks 910, 930, 940, &
Coast Guard Drawing 175 WLM 508-001, Rev B, Piping and Machinery Insulation Coast Guard Drawing 175 WLM 521-001, Rev K, Firemain System Diagram Coast Guard Drawing 175 WLM 521-007, Rev -, Fire Pump Suction Piping Modifications Coast Guard Drawing 175 WLM 533-001, Rev H, Potable Water System Diagram Coast Guard Drawing 175 WLM 533-006, Rev D, Independent Tank Potable Water Hb 950 Coast Guard Drawing 175 WLM 533-007, Rev -, Modifications to Potable Water System Coast Guard Drawing 175 WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 549-1, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 555-002, Rev H, Fire Extinguisher System Diagram AFFF Coast Guard Drawing 175 WLM 555-002, Rev H, Fire Extinguishing System Diagram AFFF Coast Guard Drawing 175 WLM 555-008, Rev F, AFFF System A/D Hull Block 910, 920, 930 Coast Guard Drawing 175 WLM 555-011, Rev F, AFFF System A/D Hull Block 940, 950 Coast Guard Drawing 175 WLM 555-012, Rev A, AFFF System Modifications Coast Guard Drawing 175 WLM 556-001, Rev L, Hydraulic System Diagram Coast Guard Drawing 175 WLM 568-2, Rev M, Bow Thruster Assembly (Model 125 Fixed Pitch) Coast Guard Drawing 175 WLM 573-001, Rev T, Buoy Deck Arrangement Coast Guard Drawing 175 WLM 573-001, Rev T; Buoy Deck Arrangement Coast Guard Drawing 175 WLM 573-050, Rev A, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 175 WLM 573-051, Rev B, Chain Stopper Structural Modifications for Hydraulic
Roller Assembly Coast Guard Drawing 175 WLM 601-001, Rev R; General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet of General Plans Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels v (Rev-0)
Coast Guard Drawing 175-WLM 167-001, Rev K, Structural Closures Coast Guard Drawing 175-WLM 180-007, Rev J, Foundations Hull Block 960 Coast Guard Drawing 175-WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175-WLM 549-1, Rev C, Onboard Lubrication Requirements Coast Guard Drawing 175-WLM 556-1, Rev J, Hydraulic System Diagram Coast Guard Drawing 175-WLM 573-001, Rev R, Buoy Deck Arrangement Coast Guard Drawing 175-WLM 573-001, Rev U, Buoy Deck Arrangement Coast Guard Drawing 175-WLM 601-001, Rev N, General Arr, Inboard and Outboard Profiles Coast Guard Drawing 175-WLM 635-001, Rev F, Hull Thermal & Acoustic Insulation Schedule Coast Guard Drawing 175-WLM 801-015, Rev C, Scantlings, Decks & Platforms Coast Guard Drawing 175-WLM 901-001, Rev G, Forecastle Deck Coast Guard Drawing 175-WLM 920-001, Rev K, Hull Block 920 Panels Coast Guard Drawing 175-WLM-320-001, Rev AP, Electrical One-Line Diagram Coast Guard Drawing 175-WLM-436-004, Rev. F, C02 RELEASE & H2S ALARM SYSTEM BLOCK, ISO & ELEMENTARY WIRING DIAGRAM
Coast Guard Drawing 175-WLM-437-007, Rev R, Buoy Dk Control Sys Block, ISO & Elem Wrg Diag Coast Guard Drawing 175-WLM-512-13, Rev C, HVAC Std Details & General Instructions Coast Guard Drawing 175-WLM-512-6, Rev D, HVAC A & D, Frame 24-6, Hull Block 910 Coast Guard Drawing 175-WLM-573-013, Rev -, Replacement DCV Amplifier Card Wiring Diagram Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain Coast Guard Drawing FL 2605-034, Rev D, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1-
1/4" Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 Coast Guard Fleet Drawing FL-2605-029, Rev L, Chain Stopper System – Rising Sheave Assembly NAVSEA Drawing 803-1401890, Rev H, Scuttle, WT, Raised, Quick Acting, 18 Dia
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) 9077.1 (series), Equipment Lockout/Tags-Plus
Instruction Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual Coast Guard Maintenance Procedure Card (MPC) A-A-14033, Dec 2017, Buoy Chain Winch Wire Rope
Weight Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch Coast Guard Technical Publication (TP) 3498, SWBS 573, Aug 2019, Buoy Chain Winch Coast Guard Technical Publication (TP) 3610, Section 167-A, Nov 2005, Hydraulic Cargo Hatch - Model
No. D-WK-787 Coast Guard Technical Publication (TP) 3622, SWBS 436, Section C, Nov. 2, 2018, H2S Alarm System Coast Guard Technical Publication (TP) 3627, SWBS 555, AFFF Fire Suppression System Model –
406518/WLM
Coast Guard Technical Publication (TP) 3628, SWBS 568, Section A, March 2017, Bow Thruster –
(Bird-Johnson Company) Coast Guard Technical Publication (TP) 3630, 07-JAN-97, Manufacturers Instruction Book-SWBS
Group(s) 573 vi (Rev-0)
Coast Guard Technical Publication (TP) 3630, SWBS 573, Section A (573A), Jun 2015, Manufacturer's Instruction Book-SWBS Group 573, Buoy Crane
Coast Guard Technical Publication (TP) 3631, Mar 2007, Manufacturer’s Instruction Book-SWBS Group(s) 573-581, Section B, Cross Deck Winch – Appleton Marine Model BMD-463
Coast Guard Technical Publication (TP) 3632, March 2014, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT
Coast Guard Technical Publication (TP) 3632, Section 582-A, March 2014, Manufacturer's Instruction Book-SWBS Groups 582-583, Aft Capstan
Coast Guard Technical Publication (TP) 3749, 26-APR-05, 1-7/8 Inch ATON Mechanical Chain Stopper Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper Fire Prevention and Response Surface Forces Logistic Center Standard Specifications 5550 (SFLC Std Spec 5550), 2022, Fire
Prevention and Response.
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, 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), 2014, 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, 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 0850 (SFLC Std Spec 0850), 2022, General
Requirements for Drawing Preparation Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2020, Overhaul AC
Electrical Motors Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard
Electrical Cable Test 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), 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, And Installation Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, And Installation vii (Rev-0)
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 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), 2014, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022 Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2022, Clean Shipboard Ventilation Systems
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, 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 8636 (SFLC Std Spec 8636), 2022, Temporary
Hull Accesses
OTHER REFERENCES
AMD-2767 WINCH ASSEMBLY MANUAL MAY 2020 APPENDIX W CGTP-3630
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 Appleton Marine Control Valve Retrofit Manual 20793 ASTM International (ASTM) A106, 2015, Standard Specification for Seamless Carbon Steel Pipe, for
High-Temperature Service ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component
Adhesives (AN) 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 IEEE-STD-45, 11 Oct 2002, Recommended Practice for Electrical Installations on Shipboard viii (Rev-0)
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation
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-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric) MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant Naval Ships Technical Manual (NSTM) Chapter 074 Volume 3, 01 Aug 2011, Gas Free Engineering, Appendix G, PERMISSIBLE EXPOSURE LIMITS (PEL) NAVSEA Drawing 803-1385866, Penetration Bulkhead. and Deck.
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for
Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 3 (SSPC-SP 3), 2004, Power Tool 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)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning ix (Rev-0)
CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY
The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.
WORK
ITEM
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED
COST
($/UNIT)
3 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 3 N Rod Seal Repair Kit
(FL-2605-29 PC#37)
NSN: 2040-01-496-9422 2 ea. 3,030.07
3 N Repair Kit, Cable Chain (Includes Pads)
(FL-2605-29 PC#36)
NSN: 3020-01-538-0684 16 ea. 257.99
3 N Cylinder Assembly Actuating, Linear
NSN: 3040-01-496-9424 2 ea. 1,969.24
4 N Hydraulic Brake Assembly
NSN: 2530-01-550-7474 4 ea. 460.69
4 N Winch Gear Box Assembly
NSN: 3010-01-F16-4570 PN:
SK9052AZ-SAEB-31.4-H1
(Nord Gear Corp) or YMD- 7914 (Appleton Marine Inc)
4 ea. 1,000.00
4 N Hydraulic Motor NSN: 4320-01-470-8467 4 ea. 478.90 4 N Wire Rope NSN: 4010-01-620-9604 4 ea. 577.95 4 N Counter Balance Valve NSN: 4820-01-324-4269 8 ea. 107.50 4 N Shuttle Valve NSN: 4820-01-317-2748 8 ea. 34.78 4 N Needle Valve NSN: 4820-01-329-0051 4 ea. 38.00 4 N **Directional Control
Valve NSN: 4810-01-543-3252 4 ea. 4,959.95
4 N Electrical Connector, Hirshmann
NSN: 5935-01-640-6747 8 ea. 32.00
5 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 5 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 5 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00
5 N Level wind thrust bearing
NSN: 3120-01-621-2300 2 ea. 483.30
5 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 5 N Rexroth Sandwich
Flow Control NSN: 4810-01-505-9289 1 ea. 250.00
5 N Sun Sandwich Relief Valves
NSN: 4820-01-439-2451 2 ea. 900.00
5 Y Level Wind Hydraulic Cylinder
NSN: 3040-01-441-3721 1 ea. 7,423.00
5 N 3:1 Pilot Ratio, Vented Counterbalance Valve
Assembly
NSN: 4820-01-563-5841 1 ea 98.70
5 N Fully Adjustable Needle Valve
NSN: 4820-01-416-0579 1 ea 48.75 x (Rev-0)
5 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 5 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998 5 N **Pump, Hydraulic
Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77
5 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 5 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 6 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 6 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91
8 N Swing Brake Seal Kit NSN: 2030-01-351-2820 2 ea 138.80 8 N Swing Brake Disc &
Bearing Kit NSN: 2030-01-349-9486 2 ea 937.70
8 N Wire Rope Assembly, Single Leg
NSN: 4010-01-602-8365 1 ea. 234.00
8 Y **Winch Assembly NSN: 2030-01-505-1581 1 ea. 17,454.50 9 N Wire Rope, Crane Aux
Fall NSN: 3950-01-617-1692 1 ea 522.54
9 N Wire Rope, Crane Main Fall
NSN: 3950-01-617-1700 1 ea 1,275.49
9 N Luff Cylinder Seal kit NSN: 5330-01-433-6307 1 ea 357.99 9 N Holding Valve NSN: 4810-01-353-0586 2 ea 67.33 9 N Shuttle Valve NSN: 4820-01-317-2748 2 ea 24.32 9 N Needle Valve NSN: 4820-01-329-0051 1 ea 38.11 9 Y Valve Assembly, Manifold NSN: 4810-01-506-7738 1 ea. 19,892.60
9 N Bushing, Heel NSN: 5365-01-F12-2920 4 ea 67.00 9 N Hydraulic swivel seal kit NSN: 4730-01-566-2864 1 ea 1,298.00
9 N **Pin, Heel NSN: 5315-01-500-6931 2 ea 2,463.45 9 N **Hand pump w/
Stainless Steel Option, P18
NSN: 4320-01-517-1444 1 ea 1,724.57
9 N **Plate, Backing, Brake (Item 231 and
234)
NSN: 3040-00-119-9848 2 ea 1,500.40
9 N **Plate, Brake (Item 232)
NSN: 3040-01-068-7647 1 ea. 377.00
9 N **Driver Plate (Item 233)
NSN: 3040-01-F14-3994 1 ea. 138.34
9 N Packing Assortment, Preformed
NSN: 5330-01-191-2622 1 ea. 10.94
9 N Disc-Friction, Brake NSN: 3040-01-051-3606 1 ea. 15.74 9 N **Spring, Helical, Comp NSN: 5360-01-268-0044 12 ea 12.12
9 N PD12C Seal kit NSN: 2590-01-398-5741 1 ea 147.76 9 N **Disc, Steel NSN: 2530-01-066-9585 1 ea 38.38 9 N **Master brake rebuild kit
NSN: 5330-01-F16-4572 PN:
98-015-3001 (Eskridge Inc)
3 ea 556.39
9 N Aux Hoist Hook NSN: 4030-01-572-3945 1 ea 2,800.00 xi (Rev-0)
(Overhaul Ball) 9 Y Block, Tackle NSN: 3940-01-566-2929 1 ea 3,806.87 9 N **Relief Valve
Cartridge
NSN: 4820-01-481-7116 PN:
RPIC-LAN (Sun Hydraulics
Inc)
1 ea 117.35
9 N **Control Stand Selector Valve
Assembly
NSN: 4730-01-507-3516 1 ea 1,247.94
9 N **Bushing, Luff Cylinder
NSN: 3120-01-363-7629 4 ea 89.53
9 N **Pin, Luff Cylinder NSN: 5315-01-F12-2922 PN:
MMD-2232
2 ea 2,432.30
9 Y **Valve Assembly, Directional Control
NSN: 4810-01-F17-5027 1 ea. 14,806.50
10 N Model X40-08-N4X, Gas Detection & Alarm
Control System
NSN: 6320-01-F19-5650
DETCON PN: 954-X08000-
1 ea. 1,250.00
10 N Electraray® rotating warning light, amber, 120VAC
NSN: 6210-01-454-4748
Federal Signal PN: 225-120A
1 ea. 176.69
10 N SONALERT 120VAC
80-95dB, D Case Style, Type SC110N
NSN: 6350-01-196-0142
Newark PN: 64F276
1.ea. 48.77
11 N HDRAULIC
CONTROL VALVE
ASSEMBLY PARTS
KIT
PN: AMD-2633 ACN 4810-
01-F18-5588
1 15,061.00
13 Y Main Winch NSN: 3950-01-671-2105 PN:
AMD-2767
1 57,250.00
14 N Directional Control Valve (DCV)
NSN: 4810-01-F19-5719 PN:
4WRE10E75-2X/G24K4/V
1 ea. 1748.00
14 N Amplifier Card NSN: 5996-01-F19-5720 PN:
VT-VRPA2-2-1X/V0/T1
1 ea. 1552.00
14 N Mating Connector, 4P
G4WIF PG7 SW
NSN: 5935-01-F19-5722 PN:
R900023126
1 ea. 46.00
15 N **Flowmeter, Ultrasonic
P/N: KOBOLD
DUK-11N6GC3T00
1 ea. 1,132.00
15 N **Flowmeter, Electromagnetic
PN: KOBOLD
MIS-H208R1HH100
2 ea. 2,971.60
19 Y 21” diameter Scuttle, 1.5” Raised, steel, w/
12” coaming
MMC STD P/N 0216701-8 3 ea. $1581.25
*Government-loaned property, which shall be returned to the vessel upon completion of the availability.
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xii (Rev-0)
CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS
The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):
Work Item Title
2 Hydraulically Operated Cargo Hatch, Inspect and Service
3 Hydraulic Chain Stoppers, Inspect And Service
4 Hydraulic Crossdeck Winches, Inspect And Service
5 Hydraulic Inhaul Winch, Inspect And Service
6 Mechanical Chain Stoppers, Inspect and Service
7 Warping Capstan (Aft), Inspect and Service
8 Single Point Davit, Disassemble and Inspect
9 Buoy Crane, Inspect And Service
11 Crane Winch DCV, Replace
13 Buoy Crane Main Winch, Replace
14 Directional Control Valve, Upgrade
18 Focsle Ventilation, Renew
20 R.H.I.B. Accumulator Foundation, Renew
21 Sea Bay, Clean and Inspect xiii (Rev-0)
PRINCIPAL CHARACTERISTICS - TENDER
175' WLM, BUOY TENDER
PHYSICAL
Length overall 174' 8" Length between perpendiculars 155' 1" Depth 14' 8" Maximum beam 36' 0" Designed draft 8' 0" Mast height (above 8' waterline) 58' 8" Frame spacing 20" Full load displacement 855.15 Long Tons SW Light load displacement 719.78 Long Tons SW Minimum op condition displ 852.19 Long Tons SW
HULL
Hull material Steel
MACHINERY
Main propulsion Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM
Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM Reduction gears Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio Shaft seal John Crane Type ND Shaft bearings Five pedestal mounted, Cooper split roller bearings Number of propellers 2 Number of blades 4 Diameter 57.1" Rudders None; Z-drive Ship's service generators Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800
RPM
Emergency diesel generator One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM
TANK CAPACITIES
Diesel oil capacity (100%) 16,385 gal Fresh water capacity (100%) 7,339 gal Lubricating oil (100%) 86 gal
1 (Rev-0)
00000_0623_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, with the Contractor’s bid.
NOTE
NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.
Contractors can apply to NAVSEA headquarters directly for copies.
3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:
• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.
• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.
3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.
3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).
3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.
3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.
3 (Rev-0)
Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:
• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.
• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.
3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.
For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).
3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;
for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:
• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.
• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.
3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.
3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.
3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.
3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.
NOTE
NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding 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:
4 (Rev-0)
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 Small Quantity.
3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:
• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.
• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.
• Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.
3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;
ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix A, Requirements For
5 (Rev-0)
Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.
3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).
3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.
3.7.1 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.
6 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM
WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME
7 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL # WORK ITEM
# 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 |
8 (Rev-0)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
VESSEL NAME HULL # WORK ITEM
LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/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
9 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/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)
10 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
11 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL # WORK ITEM
# 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
12 (Rev-0)
4.2 Tank and Void Assessment form.
13 (Rev-0)
14 (Rev-0)
55500_ACC_0323_IBCT
WORK ITEM 1: Fire Prevention Requirements
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.
NOTE
This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 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
15 (Rev-0)
• fire alarms
• firefighting equipment disposition
3.1.2 The Fire Plan must also address the following:
• fire protection system status
• communication links
• temporary services
• power disconnects
• fire prevention and safety inspections
3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party (FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.
3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.
3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs
3.12.2 through 3.12.4.
3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550, 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 N
3.4.1 Temporary firefighting system proposal N
3.4.2 Emergent firefighting system inoperability
approval and notification
N
3.4.3 “Disabled equipment” signage for disabled initial responder equipment
N
3.4.4 Firefighting system inoperability allowance for
removed hazards
N
16 (Rev-0)
*SUB-
PARAGRAPH TITLE Y/N
3.4.5 Maintain sprinkling zone operability N
3.4.6 including all subparagaphs
Hazard mitigation for maintenance of fixed extinguishing systems
N
3.4.7 Procedure implementation for enabling/disabling
fire suppression systems
N
3.4.8 Portable water pumping requirement for vessels
w/o installed capability
N
3.4.9 Limitations on operation of major machinery
while firefighting systems are offline
N
3.4.10 Liquid fuel pumping requirement for operational
permanent or temporary firefighting systems
N
3.4.11 Mechanical AFFF equipment must be available to
initial responders in compartments with risk of flammable/combustible liquid spillage
N
3.4.12 including all subparagraphs
Portable fire extinguisher requirements N
3.4.13 Hose and reel protection N
3.4.14 including all subparagraphs
Drydock firefighting requirements N
3.4.15 Fire protection system status in Fire Plan N
3.5 Fire response related communication links in Fire
Plan N
3.6 Fire response related temporary services in Fire
Plan
N
3.6.1 Minimize downtime of fixed extinguishing
systems
N
3.6.2 through 3.6.10
Firemain and related equipment requirements N
3.6.11 Permanent lighting requirements Y
3.6.12 including all subparagraphs
Temporary lighting requirements Y
3.6.13 Electrical power, firefighting water, and lighting
source location and testing identified in Fire Plan
N
3.7 including all subparagraphs
Fire alarm requirements Y
3.8 Shore power manual disconnect locations
identified in Fire Plan
Y
3.9 Other power manual disconnect locations
identified in the Fire Plan
Y
3.10 including subparagraph
Vessel firefighting equipment placement and disposition info in Fire Plan
Y
3.11 Fire prevention and safety inspections in Fire Plan Y
3.11.1 Initial and daily inspection requirements Y
3.11.2 Additional details in fire inspection reports Y
*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std…
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