LEGARE (WMEC 270B) DS FQ3 CMD 21R0.pdf
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- USCGC LEGARE-BEAR DOCKSIDE REPAIR
- Solicitation number
- 70Z080-21-Q-P4557700
About this file
This document outlines the requirements for a solicitation to perform dockside repairs on two Coast Guard cutters, the USCGC LEGARE and the USCGC BEAR. The contractor will be responsible for providing all labor, materials, and services necessary to complete the repairs specified in the attached statement of work. The solicitation is being issued by the Department of Homeland Security United States Coast Guard. Offerors should review the statement of work for detailed repair requirements for the cutters' hulls, machinery, electrical systems, ventilation systems, and other components. The closing date for proposals and anticipated period of performance are not included in this document sample.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 0002.pdf | ||
| Legare-Bear-Amendment 1.pdf | ||
| Copy of Pricing Schedule Bear Legare.xls | XLS spreadsheet | |
| BEAR (WMEC 270A) DS FQ2 SRH 21R0.pdf | ||
| RFQ Bear Leagare Dockside.pdf |
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Text version
USCGC LEGARE (WMEC 912)
SPECIFICATION FOR DOCKSIDE/AVIATION REPAIRS
FY2021
Developed By: Cedricka M Dalton
(Rev-0, 15 December 2020)
USCGC LEGARE (WMEC-270B) DOCKSIDE AVAILABILITY FY2021
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Seawater Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 2: Lube Oil Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 3: 28 Volt DC Helo Power Supply, Load Test WORK ITEM 4: Windspeed Transmitter (Anemometer), Renew WORK ITEM 5: Flow Meter (Aviation Fuel), Calibrate WORK ITEM 6: Vent Ducts (Engine And Motor Room All), Commercial Cleaning WORK ITEM 7: Vent Ducts (Galley and Pantry Room All), Commercial Cleaning WORK ITEM 8: Vent Ducts (Laundry Exhaust), Commercial Cleaning WORK ITEM 9: Chill Water System, Clean And Flush WORK ITEM 10: Potable Water Pneumatic Tank(s), Clean and Inspect WORK ITEM 11: Potable Water System Valve, Renew WORK ITEM 12: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 13: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift . 51 WORK ITEM 14: Commissary Hoist, Inspect and Service WORK ITEM 15: Helo Talon Grids, Inspect and Test WORK ITEM 16: Sewage Discharge and Transfer Pumps, Renew WORK ITEM 17: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 18: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 19: Sewage Piping, Clean And Flush WORK ITEM 20: Decks, Helicopter Operating Areas, Preserve WORK ITEM 21: 400 Hz Power Supply, Load Test WORK ITEM 22: Auxiliary Salt Water Piping, Renew WORK ITEM 23: Counter Measure Washdown Piping and Nozzles, Renew WORK ITEM 24: Sounding Tubes, Renew WORK ITEM 25: Weather Deck Stanchions, Renew WORK ITEM 26: Sewage Piping, Renew WORK ITEM 27: Vent Ducts, Renew WORK ITEM 28: Bridge Windows, Renew WORK ITEM 29: Watertight Hatches (External DC Deck and Below), Renew WORK ITEM 30: Helicopter Tie-Down Fittings (Raised), Renew WORK ITEM 31: Tanks (Grey Water Holding), Preserve “Partial” WORK ITEM 32: Tanks (Sewage Holding), Preserve “Partial” WORK ITEM 33: Flexible Couplings, Renew WORK ITEM 34: Gun Control Booth Electrical Matting and Deck Plating, Renew 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 901 WMEC 314-005, Rev B, 28.5 VDC Hlcptr Start Rect Replacement Diagram
Coast Guard Drawing 901 WMEC 314-006, Rev C, 400 Hz Hlcptr Svce Freqconv Installation Diagram
Coast Guard Drawing 901 WMEC 431-003, Rev G, Main IC Switchboard Arrangements, Elem Wrg Diag
& Dets
Coast Guard Drawing 905 WMEC 123-001, Rev E, Dumbwaiter TRK & FDN FR 165
Coast Guard Drawing 905 WMEC 131-001, Rev D, Main Deck, Plate & Frame, Fwd 101
Coast Guard Drawing 905 WMEC 136-001, Rev E, 01 Level Pl & Fr FWD 101
Coast Guard Drawing 905 WMEC 136-002, Rev E, 01 Level Pl & Fr AFT 182
Coast Guard Drawing 905 WMEC 152-001, Rev E, Dk Hse Strl Bhds 02 Lvl Ext
Coast Guard Drawing 905 WMEC 152-002, Rev F, Dk Hse Strl Bhds 02 Lvl Int
Coast Guard Drawing 905 WMEC 167-001, Rev M, List of Structural Closures
Coast Guard Drawing 905 WMEC 171-001, Rev F, Main Mast
Coast Guard Drawing 905 WMEC 186-003, Rev -, 270 Ft B WMEC Talon Grid Foundation & Structural
Mod 01 Level
Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement
Coast Guard Drawing 905 WMEC 256-001, Rev W, Main & Auxiliary Salt Water Cooling System
Diagram
Coast Guard Drawing 905 WMEC 256-002, Rev J, Eng Rm SW Cooling Sys A&D
Coast Guard Drawing 905 WMEC 256-004, Rev E, AMS SW Cooling Sys A&D
Coast Guard Drawing 905 WMEC 256-008, Rev B, SSDG Modification JW Cooling System Mod
Coast Guard Drawing 905 WMEC 256-011, Rev -, Mn and Aux SW Cooling Sys Diag
Coast Guard Drawing 905 WMEC 262-002, Rev E, Lube Oil Service System A&D
Coast Guard Drawing 905 WMEC 262-008, Rev -, Lube Oil System Diagram
Coast Guard Drawing 905 WMEC 310-008, Rev B, Emergency Diesel Generator Arrangement & Details
Coast Guard Drawing 905 WMEC 320-015, Rev -, Power System Mods Pilot House Window
Replacement
Coast Guard Drawing 905 WMEC 494-001, Rev K, Meteorological System Block & Isometric W.D.
Coast Guard Drawing 905 WMEC 501-002, Rev C, Aux Mchry Sp No 2 Arrangement
Coast Guard Drawing 905 WMEC 501-003, Rev F, Steering Gear Room Arrangement
Coast Guard Drawing 905 WMEC 505-007, Rev J, Piping Sys Cleaning & Flushing Procedures v (Rev-0)
Coast Guard Drawing 905 WMEC 506-003, Rev E, Ovfl AE & ST A&D AFT 103
Coast Guard Drawing 905 WMEC 506-006, Rev -, Overflow Air Escape and Sounding Tube System
Diagram
Coast Guard Drawing 905 WMEC 512-003, Rev J, Vent 1st PLATF AFT 207, A&D
Coast Guard Drawing 905 WMEC 514-001, Rev F, HVAC System Diagram
Coast Guard Drawing 905 WMEC 514-003, Rev B, HVAC Std Det and Genl Instructions
Coast Guard Drawing 905 WMEC 514-020, Rev E, CHW & HW Sys Diag
Coast Guard Drawing 905 WMEC 514-021, Rev C, CHW & HW System Machinery Spaces A&D
Coast Guard Drawing 905 WMEC 514-022, Rev B, CHW & HW Piping System Mn Dk & Blw A&D
Coast Guard Drawing 905 WMEC 514-024, Rev B, CHW & HW Pipe Sys 01 Lvl & Abv – A&D
Coast Guard Drawing 905 WMEC 514-032, Rev -, HVAC System Diagram
Coast Guard Drawing 905 WMEC 517-002, Rev F, Waste Heat Recovery / Ship Service Diesel Generator
Jacket Water – A&D
Coast Guard Drawing 905 WMEC 517-007, Rev B, Main Propulsion Engine Jacket Water System A&D
Coast Guard Drawing 905 WMEC 521-008, Rev E, Washdown Countermeasure (WDCM) System
Diagram
Coast Guard Drawing 905 WMEC 521-010, Rev C, Washdown Countermeasure System A&D 01 Level
& Above
Coast Guard Drawing 905 WMEC 521-011, Rev -, Modifications to Washdown Countermeasure
(WDCM) System
Coast Guard Drawing 905 WMEC 529-006, Rev -, Ballasting & Emer Bilge Drainage Sys Diagram
Coast Guard Drawing 905 WMEC 533-004, Rev A, Potable Water Brominator System A&D
Coast Guard Drawing 905 WMEC 533-009, Rev B, Potable Water Brominator System Diagram
Coast Guard Drawing 905 WMEC 542-002, Rev H, JP-5 Sys - A&D
Coast Guard Drawing 905 WMEC 542-006, Rev A, JP-5 System Diagram
Coast Guard Drawing 905 WMEC 551-001, Rev R, Compressed Air System Diagram
Coast Guard Drawing 905 WMEC 551-007, Rev A, Air Receivers Instl & Arr
Coast Guard Drawing 905 WMEC 572-001, Rev E, Svce Hoist Instl A&D
Coast Guard Drawing 905 WMEC 588-001, Rev F, Helicopter Tie Down Fittings-Arr & Dets
Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical
Schematic Diagram
Coast Guard Drawing 905 WMEC 593-002, Rev A, Sewage Vacuum System Component Installation
Arrangement and Detail
Coast Guard Drawing 905 WMEC 593-003, Rev F, Sewage Transfer System Diagram
Coast Guard Drawing 905 WMEC 593-004, Rev K, Sewage Transfer System - A&D
Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram
Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck – A&D
Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum Sys, MN Deck & ABV – A&D
Coast Guard Drawing 905 WMEC 612-001, Rev G, Rails, Stans and Lifelines
Coast Guard Drawing 905 WMEC 625-001, Rev A, Window List Fxd, Plt & Aprt
Coast Guard Drawing 905 WMEC 625-002, Rev B, Pilothouse Window Installation A&D
Coast Guard Drawing 905 WMEC 625-003, Rev A, Pilot House Window Replacement
Coast Guard Drawing 905 WMEC 634-001, Rev D, Deck Covering Schedule vi (Rev-0)
Coast Guard Drawing 905 WMEC 634-002, Rev -, 270 Ft B WMEC C & A, Pnt, Dk Cov & Insul Mod
Talon Grid Instl
Coast Guard Drawing 905 WMEC 801-003, Rev H, General Arrangement 02/Pilothouse & Above
Coast Guard Drawing 905 WMEC 801-004, Rev F, General Arrangement 01 Level
Coast Guard Drawing 905 WMEC 801-005, Rev F, General Arrangement Main Deck
Coast Guard Drawing 905 WMEC 801-018, Rev G, Booklet of General Notes and Details
Coast Guard Drawing FL-588-003, Rev -, Talon Grid, Supporting Skirt & Cover Fabrication & Instl
NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and Engine Run Up
NAVSEA Drawing 804-1213717, Rev H, Vehicle Lashing Sockets
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual
Coast Guard Technical Publication (TP) 2815, Oct 2017, Reduction Gear
Coast Guard Technical Publication (TP) 2817, SWBS 245, Section A, Feb 2018, Controllable Pitch
Propeller System
Coast Guard Technical Publication (TP) 2820A, May 2017, Ship Service Diesel Generator
Coast Guard Technical Publication (TP) 2837, Jul 2016, SWBS 572, Commissary Hoist System
Coast Guard Technical Publication (TP) 2839, SWBS 593, Feb 2013, Sewage Holding System
Coast Guard Technical Publication (TP) 3368, Jun 2020, Talon Helicopter Landing Grid - Type 18-22-01
Multiple Class Cutters
Coast Guard Technical Publication (TP) 4647, Apr 2019, FM/ALCO 251 Engine – Operations and
Maintenance Manual
Coast Guard Technical Publication (TP) 4931, Aug 2009, Section 321A, Precision Frequency Converters
Coast Guard Technical Publication (TP) 5461, SWBS 421, Nov 2012, Anemometer – Model 120 & 122
Coast Guard Technical Publication (TP) 5486, Mar 2013, Go-No-Go Monitor and Flow Meter, 50 GPM
Coast Guard Technical Publication (TP) 5490, SWBS 565, Apr 2018, Fin Stabilizer System
Coast Guard Technical Publication (TP) 7099, SWBS 314, Oct 2009, Rectifier Power Supply - 28 VDC, 300 A
Coast Guard Technical Publication (TP) T9625-AA-MMO-010, May 2014, Window, Electrically
Heated/Deicing
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General
Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2018, Overhaul AC
Electrical Motors
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard
Electrical Cable Test
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary
Machine Systems
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2018, Clean
Shipboard Ventilation Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures vii (Rev-0)
Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior
Deck Covering Systems
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) D5363, 2016, Standard Specification for Anaerobic Single-Component
Adhesives (AN)
ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates
Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting
Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone
Manufacturer’s Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe
Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation
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
Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-PRF-16173, 2017, Corrosion Preventive Compound, Solvent Cutback, Cold-Application
MIL-PRF-24667, March 2018, Coating system, Non-Skid, for Roll, Spray, or Self-Adhering Application
Naval Air Warfare Center (NAVAIR) Drawing 621055, Rev F, Visual Landing Aids Installation WMEC-
270 Class Ships
QPL-24667, Aug 2019, Qualified Product List of Products Qualified under Performance
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
The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation
Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning viii (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)
1 N MDE JW Seal Kit NSN: 2930-01-602-8570 P/N:
KAM Thermal Equipment
LTD, 10-1AEW SEAL
2 ea. 1,250.00
1 N Red Gear LO cooler parts kit
NSN: 2815-01-682-3386 2 ea. 1,500.00
1 N CPP cooler gasket NSN: 5330-01-115-7912 2 ea. 150.00
1 N CPP cooler gasket NSN: 5330-01-023-7639 2 ea. 150.00
1 N CPP cooler lantern ring NSN: 4320-01-627-3872 2 ea. 450.00
1 N CPP cooler packing ring
NSN: 5330-00-486-2397 4 ea. 150.00
1 N SSDG JW gasket NSN: 5330-01-542-5893 2 ea. 150.00
1 N SSDG JW gasket NSN: 5330-01-546-1720 2 ea. 150.00
1 N SSDG cooler zinc NSN: 2930-00-167-0450 2 ea. 200.00
1 N SSDG cooler pipe plug NSN: 4730-00-163-5756 2 ea. 300.00
1 N EDG JW seal NSN: 5330-00-238-7689 1 ea. 200.00
1 N EDG cooler gasket NSN: 5330-00-237-7874 1 ea. 200.00
1 N EDG cooler gasket NSN: 5330-01-209-2855 1 ea. 300.00
1 N EDG cooler gasket NSN: 5330-01-208-6768 2 ea. 250.00
1 N Fin cooler gasket NSN: 5330-01-622-9908 PN:
00-622-9908
24 ea. 78.00
2 N MDE LO Seal Kit NSN: 2930-01-602-8561 P/N:
KAM Thermal Equipment
LTD, 12-1AEW SEAL
2 ea. 1,250.00
2 N SSDG LO Gasket NSN: 5330-00-128-9755 P/N:
00-128-755
2 ea. 100.00
2 N SSDG LO Gasket NSN: 5330-00-128-9754 P/N:
00-128-9754
2 ea. 100.00
2 N SSDG LO Gasket NSN: 5330-00-122-3951 P/N:
00-122-3951
4 ea. 100.00
2 N SSDG LO Seal NSN: 5330-01-297-1215 P/N:
01-297-1215
4 ea. 100.00
2 N SSDG LO Packing NSN: 5330-00-367-5954 P/N:
00-367-5954
2 ea. 100.00
2 N EDG LO Gasket NSN: 5330-00-936-2162 2 ea. 100.00
2 N EDG LO Packing NSN: 5331-00-663-5075 1 ea. 100.00
2 N EDG LO Gasket NSN: 5330-01-326-7454 2 ea. 100.00
4 Y Anemometer NSN: 6600-00-709-9947 2 ea. 5,316.00
11 N Pressure Reducing
Valve, R-K FIG.564
PN: 4R-5043-1 1 ea. 19,520.00
15 N M16 Bolts NSN: 5305-01-393-1827 24 ea. 25.65
15 N M12 Bolts NSN: 5305-01-584-6095 12 ea. 33.75 ix (Rev-0)
15 N Locking Nut NSN: 5305-01-598-3243 1 ea. 492.88
15 N **Talon Grid
Stanchion Bolt
Assembly, Including
Locking Nut
NSN: 5340-01-481-3786 60 ea. 31.50
16 N Sewage Discharge
Pump
NSN: 4320-01-131-0841 2 ea. 4,719.00
16 N Sewage Transfer Pump NSN: 4320-01-112-0008 2 ea. 4,719.00
28 N Window Assembly, 24 in x 30 in, Front
Window, Clear
Opening
NSN: 5620-01-433-7429 PN:
KS-24543
6 ea. 2,243.60
28 N Window Assembly, 18 in x 30 in, Clear
Opening
NSN: 5620-01-433-7447 PN:
KS-23183-B
4 ea. 4,200.00
28 N Window Assembly, 24 in x 30 in, Center
Window, Clear
Opening
NSN: 5620-01-434-0221 PN:
KS-24545
1 ea. 4,750.00
28 N Window Assembly, 21 in x 30 in, Clear
Opening
NSN: 5620-01-433-7553 PN:
KS-23345-B
2 ea. 2,025.00
28 N Window Assembly, 22 in x 30 in, Clear
Opening
NSN: 5620-01-433-7623 PN:
KS-23344-B
2 ea. 4,258.30
28 N Window Assembly, 24 in x 18 in, Clear
Opening
NSN: 5620-01-433-7467 PN:
KS-24544
2 ea. 2,321.00
28 N Window Controller NSN: 2090-00-475-0142 PN:
KS-12000
15 ea. 857.73
28 N Channel Gasket PN: 1152 20 ea. 103.98
28 N Connector, Ship
Supply to Controller
NSN: 5935-01-602-3125 PN:
KS-24732
15 ea. 50.00
28 N Connector, Controller
Output to Junction Box
NSN: 5935-01-602-3126 PN:
KS-24733
15 ea. 50.00
28 N Connector, Input to
Junction Box
NSN: 5935-01-602-3129 PN:
KS-24735
15 ea. 50.00
28 N Cable NSN: 01-201-9498 200 ft. 1.00
28 N Cable NSN: 01-201-9495 200 ft. 1.25
28 N Felt PN: KS-19940F-PC14 200 ft. 5.25
29 N 36 inch x 36 inch
Raised Watertight
Hatch , Steel, (Raised
12 inch coaming, (hinge fwd))
N/A 1 ea. 7,749.00
29 N 24 inch x 24 inch
Raised Quick Acting
Watertight Hatch
(Raised 12 in coaming, N/A 1 ea. 5,880.00 x (Rev-0)
(hinge fwd))
30 N Flush Tie-down Fitting NSN: 01-592-2269 1 ea. 2,500.00
33 N 2 inch ID x 6 inch FF
Nitrile Tube and Fire
Retardant Neoprene
Flexible Expansion
Joint
PN: EJ 2 ea. 425.00
33 N 2 inch Zinc Electric
Retaining Ring
PN: 740-00206 4 ea. 9.00
33 N 2 inch x 8 inch 125#
A36Zinc Plated Control
Rod
PN: 720-02008 4 ea. 19.00
33 N 4 inch ID x 6 inch FF
Nitrile Tube and Fire
Retardant Neoprene
Flexible Expansion
Joint
PN: EJ 14 ea. 538.00
33 N 4 inch 125# A36Zinc
Electric Retaining Ring
PN: 740-00406 28 ea. 15.00
33 N 4 inch x 8 inch 125# A36
Zinc Plated Control Rod
PN:720-04008 20 ea. 21.00
33 N 5 inch ID x 6 inch FF
Nitrile Tube and Fire
Retardant Neoprene
Flexible Expansion
Joint with ANSI 150#
Drilled Flanges
PN: EJ 4 ea. 571.00
33 N 5 inch 125# A36 Zinc
Electric Retaining Ring
PN:740-00506 8 ea. 17.00
33 N 5 inch x 8 inch 125# Zinc
Plated Control Rod
PN: 720-05008 8 ea. 22.00
33 N 5 inch x 8 inch #125 A36
Zinc Plated Control Rod
PN: 720-05008 8 ea. 22.00
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
xi (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
14 Commissary Hoist, Inspect and Service
15 Helo Talon Grids, Inspect and Test
28 Bridge Windows, Renew xii (Rev-0)
PRINCIPAL CHARACTERISTICS
270' WMEC (B-CLASS)
PHYSICAL
Length overall 270' 0"
Length between perpendiculars 255' 0"
Beam molded 38' 0"
Depth molded, main deck amidships, 01 level amidships
23' 7"
31' 4"
Full load displacement 1,886 long tons
Draft, full load to baseline amidships 14' 2"
Highest projection above baseline
*height approximated
≈ 110' 0"
Shore tie voltage requirements 2 cables, 400A / 450V, 3 phase
Frame spacing 1' 0"
MACHINERY
Main propulsion 2 ALCO Model 18-251-F Diesel Engines, 3,650 BHP each
Ship’s service generators 2 Caterpillar Model D-398-TA Diesel-driven KATO 6P6-1350 Generators. 475
KW each @ 0.8 power factor, 450VAC, 3 phase, 60 cycle
Emergency generators Caterpillar Model D-348-TA Diesel-driven KATO 4P4-1900. 475KW @ 0.8 power factor, 450VAC, 3 phase, 60 cycle
Number of propellers 2
Propeller diameter 9' 0"
Number of blades, each 4
Pitch Controllable
Shaft RPM 260
Shaft diameter 10.55" at exit of hull
Anchor & chain Two 4,000 lb Navy Stockless Anchors, 8 shots of chain each
TANK CAPACITIES
Diesel fuel total (95%) 79,950 gal.
JP-5 total (95%) 19,626 gal.
Potable water total (100%) 8,553 gal.
Hydraulic & lube oil total (95%) 2,561 gal.
1 (Rev-0)
00000_0220_FLT
REC_00000_FLT_Commercial Project @ CG Facility (1212)
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), 2018, General
Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-0)
3.2 Fire watch requirements. The Contractor shall 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 shall 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. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes
(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.
3.4.1 HY-130 material substitution. The Contractor shall 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 shall 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 shall 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 shall provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s shall be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor shall 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 shall be considered the same as those for welding HY-130.
3 (Rev-0)
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 USCG facilities. The Contractor shall 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 shall 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 shall 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 shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is Large Quantity
Generator (LQG).
3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:
Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.
National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an
NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.
Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be 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 shall 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 shall 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 shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall 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
4 (Rev-0) 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 shall 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 shall be aware of the following:
3.5.6.1 No Contractor or Subcontractor shall 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 shall 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 shall 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. None.
3.7 SFLC Standard Specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content:
None.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM
WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
6 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL #
WORK ITEM
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
7 (Rev-0)
QA-3A - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
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
8 (Rev-0)
QA-3B - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
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 Reading
(mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK ITEM
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic
Pull-Off (Type I/Banana) Gauge Is
Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
11 (Rev-0)
25600_0420_210_270_295
REC_25600_210_270_295_270’ WMEC ‘B’ Class (ALL) (0520)
WORK ITEM 1: Seawater Heat Exchangers; Clean, Inspect And Hydro
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following heat exchanger(s):
TABLE 1 – HEAT EXCHANGERS
SYSTEM LOCATION OEM / MODEL QTY
Fin Stabilizer Hydraulic
Oil
Aux Machry Sp II Alfa-Laval, p/n M3-FG 2
SSDG Jacket Water Engine Room Caterpillar, p/n 4W4642 2
MDE Jacket Water Engine Room KAM Thermal, p/n BEW 12-
EDG Jacket Water Aft Steering Caterpillar, p/n 3N-8889 1
Reduction Gear Lube Oil Engine Room IRL Thermal, p/n 44248-
CPP Hydraulic Oil Engine Room ITT Standard, p/n 5-126-04-
036-002
1.2 Government-furnished property.
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST
($/UNIT)
N MDE JW Seal Kit NSN: 2930-01-602-8570
P/N: KAM Thermal
Equipment LTD, 10-1AEW
SEAL
2 ea. 1,250.00
N Red Gear LO cooler parts kit NSN: 2815-01-682-3386 2 ea. 1,500.00
N CPP cooler gasket NSN: 5330-01-115-7912 2 ea. 150.00
N CPP cooler gasket NSN: 5330-01-023-7639 2 ea. 150.00
N CPP cooler lantern ring NSN: 4320-01-627-3872 2 ea. 450.00
N CPP cooler packing ring NSN: 5330-00-486-2397 4 ea. 150.00
N SSDG JW gasket NSN: 5330-01-542-5893 2 ea. 150.00
N SSDG JW gasket NSN: 5330-01-546-1720 2 ea. 150.00
N SSDG cooler zinc NSN: 2930-00-167-0450 2 ea. 200.00
N SSDG cooler pipe plug NSN: 4730-00-163-5756 2 ea. 300.00
N EDG JW seal NSN: 5330-00-238-7689 1 ea. 200.00
N EDG cooler gasket NSN: 5330-00-237-7874 1 ea. 200.00
N EDG cooler gasket NSN: 5330-01-209-2855 1 ea. 300.00
N EDG cooler gasket NSN: 5330-01-208-6768 2 ea. 250.00
N Fin cooler gasket NSN: 5330-01-622-9908
PN: 00-622-9908
24 ea. 78.00
12 (Rev-0)
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement
Coast Guard Drawing 905 WMEC 256-002, Rev J, Eng Rm SW Cooling Sys A&D
Coast Guard Drawing 905 WMEC 256-008, Rev B, SSDG Modification JW Cooling System
Mod
Coast Guard Drawing 905 WMEC 310-008, Rev B, Emergency Diesel Generator Arrangement &
Details
Coast Guard Drawing 905 WMEC 501-002, Rev C, Aux Mchry Sp No 2 Arrangement
Coast Guard Drawing 905 WMEC 501-003, Rev F, Steering Gear Room Arrangement
Coast Guard Drawing 905 WMEC 517-002, Rev F, Waste Heat Recovery / Ship Service Diesel
Generator Jacket Water – A&D
Coast Guard Drawing 905 WMEC 517-007, Rev B, Main Propulsion Engine Jacket Water
System A&D
COAST GUARD PUBLICATIONS
Coast Guard Technical Publication (TP) 2815, Oct 2017, Reduction Gear
Coast Guard Technical Publication (TP) 2817, SWBS 245, Section A, Feb 2018, Controllable
Pitch Propeller System
Coast Guard Technical Publication (TP) 2820A, May 2017, Ship Service Diesel Generator
Coast Guard Technical Publication (TP) 5490, SWBS 565, Apr 2018, Fin Stabilizer System
Coast Guard Technical Publication (TP) 4647, Apr 2019, FM/ALCO 251 Engine – Operations and Maintenance Manual
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
OTHER REFERENCES
Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
13 (Rev-0)
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.3.1 Install blanks on the open ends of piping to prevent any contamination or foreign debris from entering the affected systems. Ensure that all cleaning equipment or media used in the cleaning process do not cause any damage to cooler components.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:
Piping and hoses
Filters
Deck plating and associated framing
Electrical cables
Thermal insulation.
3.2 Fluid disposition, disposal. Dispose of all removed fluids in accordance with all applicable Federal, state, and local regulations.
3.3 Disassemble. The Contractor shall drain and disassemble the designated heat exchangers (see paragraph 1.1 (Intent)) to the extent necessary to perform all work specified herein. The Contractor shall refer to Coast Guard Drawings listed under Section 2 (References) and TPs 5490 (Section titled “Plate
Heat Exchanger – Instruction Manual”), 2820A (Sections E and H), 4647 (Section A), 2815 (Section A) and 2817 (Section A) for guidance.. Perform all disassembly and reassembly in accordance with manufacturer-recommended procedures using manufacturer-recommended tooling to ensure parts are reinstalled in proper sequence and configuration.
3.4 Inspection. Before cleaning is begun, the Contractor shall visually inspect all heat exchanger surfaces for excessive deterioration and any other defects. Submit a CFR.
3.5 Cleaning requirements. The Contractor shall clean all interior and exterior heat transfer surfaces to a state free of all debris, scale and surface contaminants in accordance with the heat exchanger manufacturer’s recommendations, and in compliance with all Federal, state, and local environmental regulations. Ensure that chemical cleaners do not damage the environment, heat exchanger or the vessel.
NOTE
Historically, chemical cleaning has been necessary to thoroughly clean most heat exchanger tubes.
3.6 Reassembly. After authorized repairs, if any, the Contractor shall reassemble each heat exchanger.
3.6.1 Renew all software (seals, gaskets, O-rings, lantern rings).
3.6.2 Renew isolation fittings/mounts and fasteners if disturbed. Apply silicone rubber sealant conforming to CID A-A-59588 around all fasteners, nozzles or gaskets that penetrate the hull.
14 (Rev-0)
3.6.3 Renew all hoses, thermostats and anodes as applicable.
NOTE
See related work item “Lube Oil Heat Exchangers; Clean, Inspect and
Hydro” so work can be coordinated to minimize loss/renewal of jacket water.
3.6.4 Refill all heat exchanger fluid levels, including all jacket water in all disturbed engines, in accordance with manufacturer and vessel specifications. Prior to recirculation through the engines, the
Contractor shall test the jacket water for chloride and nitrite concentrations in accordance with manufacturer recommendations in the presence of the Coast Guard Inspector. Submit a CFR.
3.7 Reinstallation. After completion of testing and all authorized repairs, if any, the Contractor shall reinstall each cooler (if previously removed). Where applicable, renew all zinc electrode plates, gaskets, and recessed hex-head bolts in accordance with the manufacturer's specifications. Apply a copper-based anti-seize compound on all bolts, and torque in accordance with manufacturer’s specifications.
3.8 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)
3.9 Cleanliness requirement. The Contractor shall visually inspect and ensure that all cleaned surfaces are completely free of debris and surface contaminants. Submit a CFR.
CAUTION
Extreme caution must be taken to not exceed manufacturer’s recommended test pressure during hydrostatic testing.
3.10 Pressure test. After all authorized work is complete and prior to reconnecting the heat exchanger(s), the Contractor shall pressure test each heat exchanger to the manufacturer’s recommended test pressure in accordance with the applicable Coast Guard drawing listed under Section 2 (References). In the absence of a specified test pressure noted in the Coast Guard drawing, the Contractor shall pressure test each heat exchanger in accordance with paragraph C2.7 (Heat exchangers and fluid coolers) of SFLC Std Spec
5000. Ensure zero leakage from or permanent deformation of pressure-containing parts by repairing all leaks, deformations, and discrepancies. Submit a CFR.
3.11 Label plates. The Contractor shall attach an anodized aluminum test data plate to each heat exchanger using epoxy resin cement. Ensure that each plate is engraved with ¼-inch high letters, stating the following:
Test pressure.
Test date.
Testing facility.
NOTE
If the heat exchanger design makes mounting a test data plate impractical, the
Government reserves the right to request written documentation of the above-listed testing data in lieu of a test data plate, at no additional cost to the
Government.
15 (Rev-0)
3.12 Leak test. After reconnecting the heat exchanger(s) on the vessel (and post undocking, if applicable), the Contractor shall perform an operational test of the heat exchanger and associated system piping for one hour using the system fluid at normal operating pressure. Ensure zero visible leakage from or deformation of mechanical parts by repairing all leaks and discrepancies. Submit a CFR.
4. NOTES
4.1 Contractor furnished equipment. The following parts list is provided to assist the Contractor in identifying some of the parts that may be required to accomplish the work detailed above for each fin stabilizer heat exchanger. This list may not reflect the most recent part number changes by the manufacturer; and this list is not fully comprehensive of the parts required to accomplish this work item.
The Contractor shall verify all part numbers and quantities with the manufacturer, prior to ordering.
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