Attachment 1 - Specification - CGC ACTIVE FY26 DS.pdf

PDF 2 MB Posted

Attached to
DOCKSIDE USCGC ACTIVE FY26 DS
Solicitation number
70Z08026QMECP0021
Issued by

About this file

This is a Specification document for dockside repairs to the USCGC ACTIVE (WMEC-618), a 210-foot Medium Endurance Cutter, with a period of performance from September 7, 2026 to November 1, 2026. The specification details 25 work items encompassing mechanical, electrical, and structural repairs required during a scheduled maintenance availability.

The work items span multiple systems including seawater heat exchanger cleaning and hydrostatic testing; boiler exhaust stack cleaning; chill water system flushing; complete renewal of both ship's service boilers (Way-Wolff Model 5848-14E, Government-furnished); potable water and hot water tank cleaning and inspection; steering gear overhaul with hydraulic system servicing; single point davit inspection and load testing; sewage discharge and vacuum pump replacement; grey water and sewage piping cleaning; deck and bulkhead plating renewal in galley and laundry spaces; steam system valve and piping renewal; countermeasure washdown piping replacement; engine flywheel disc coupling renewal; interior wet deck covering installation in multiple stateroom heads; deck drain piping renewal; lead dust remediation in four compartments; ventilation system cleaning and motor overhaul; and external watertight door renewal. Optional work items include grey water tank preservation and temporary heating/cooling services. The contractor must comply with Surface Forces Logistics Center (SFLC) Standard Specifications for general requirements, welding processes, preservation standards, and auxiliary machine systems, along with Coast Guard technical publications, drawings, and applicable industry standards (ASME, ASTM, MSS). Government-furnished materials include major equipment such as boilers, hydraulic valves, pumps, davit components, and electrical cables. All work must be performed at a Coast Guard facility with strict environmental compliance, including hazardous waste management, storm water protection, and air emissions monitoring; contractor must appoint an Environmental Manager and maintain detailed records of all regulatory notifications and waste disposal.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

USCGC ACTIVE (WMEC 618)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

Developed By: Courtney K Brewbaker

(Rev-0, 13 February 2025)

USCGC ACTIVE (WMEC-210A) DOCKSIDE AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Seawater Heat Exchangers, Clean, Inspect And Hydro WORK ITEM 2: Boiler Exhaust Stack Uptakes, Commercial Clean WORK ITEM 3: Chill Water System, Clean and Flush WORK ITEM 4: Boilers, Renew WORK ITEM 5: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 6: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 7: Steering Gear, General, Overhaul WORK ITEM 8: Single Point Davit, Inspect and Service WORK ITEM 9: Sewage Discharge and Vacuum Pumps, Renew WORK ITEM 10: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 11: Sewage Piping, Clean and Flush WORK ITEM 12: Grey Water Piping, Clean and Flush WORK ITEM 13: Tanks, Grey Water Holding, Preserve, Partial – OPTION ITEM WORK ITEM 14: Temporary Services, Heating and Cooling – OPTION ITEM WORK ITEM 15: Whistle Timer, Replace WORK ITEM 16: Fan Room Decks, Preserve WORK ITEM 17: Deck and Bulkhead Plating, Renew WORK ITEM 18: Steam System Valves and Piping, Renew WORK ITEM 19: Countermeasure Washdown Piping, Renew WORK ITEM 20: Engine Flywheel Disc Coupling, Renew WORK ITEM 21: Deck Covering, Interior, Wet, Renew WORK ITEM 22: Deck Drain Piping, Renew WORK ITEM 23: Compartment(s), Interior, Lead Dust, Clean WORK ITEM 24: Ventilation Systems, Clean and Overhaul WORK ITEM 25: Watertight Door, External, 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 Bill of Materials 618 WMEC 8, Rev K, Arr Fireman, Sprink & Washdn Mn Dk & Abv

Coast Guard Bill of Materials 618 WMEC 11, Rev J, 3rd Dk, 2nd Dk, Main Dk, 02 Dk & Bridge Dk Plt’g & Supports

Coast Guard Bill of Materials 618 WMEC 61, Rev K, Arr. Stm., Feed & Conds. Sys. Piping

Coast Guard Bill of Materials 618 WMEC 88, Rev L, Arr of Plumbing Sys & Deck Drains

Coast Guard Bill of Materials 618 WMEC 97, Rev M, Arr - Aviation Fuel Sys

Coast Guard Bill of Materials 618 WMEC 327, Rev G, Watertight Doors, Hatches & Scuttles

Coast Guard Drawing 618 WMEC 85-181, Rev G, Booklet of General Plans

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & CVK

Coast Guard Drawing 618 WMEC 120-002, Rev E, Misc Bhds Main Deck

Coast Guard Drawing 618 WMEC 131-001, Rev M, 2nd & Main Deck Plating & Supports

Coast Guard Drawing 618 WMEC 136-001, Rev M, 01, 02 & Bridge Deck Plating & Supports

Coast Guard Drawing 618 WMEC 167-001, Rev M, Schedule of Steel Doors, Hatches, Scuttles & Manholes

Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room

Coast Guard Drawing 618 WMEC 186-002, Rev A, Talon Grid Fdn & Structural Mod 01 Level

Coast Guard Drawing 618 WMEC 191-001, Rev U, Solid Ballast Arrangement

Coast Guard Drawing 618 WMEC 201-001, Rev F, Arrangement of Machinery Plans, Sections & Elevations (ACTIVE)

Coast Guard Drawing 618 WMEC 241-050, Rev F, Lufkin HSQ2724 Marine Gear Plan, Installation – Output & Side Views

Coast Guard Drawing 618 WMEC 243-052, Rev -, Sectional Assembly Special No. 750 ST Coupling

Coast Guard Drawing 618 WMEC 259-001, Rev F, Exhaust Piping Arrangement

Coast Guard Drawing 618 WMEC 314-001, Rev J, Helo 400 Hz & 28.5 VDC Replacement Diagram

Coast Guard Drawing 618 WMEC 320-001, Rev BD, Major Maintenance Availability 440 & 115 Power One Line Wiring Diagram and Details

Coast Guard Drawing 618 WMEC 401-001, Rev AP, I.C. & Gyro Room General Arrangement

Coast Guard Drawing 618 WMEC 401-004, Rev BC, Pilothouse Arrangement

Coast Guard Drawing 618 WMEC 437-002, Rev D, Windspeed & Direction Ind Sys Elem Wrg Diag IC Ckt “HD&HE” v (Rev-0)

Coast Guard Drawing 618 WMEC 443-001, Rev C, Elementary Wiring Diagram Whistle Control System

CKT “W”

Coast Guard Drawing 618 WMEC 443-006, Rev A, Whistle Control System Install/Removal Wiring Diagram

Coast Guard Drawing 618 WMEC 492-002, Rev C, Helicopter Visual Landing Aids Wrg Data

Coast Guard Drawing 618 WMEC 512-001, Rev D, Ventilation Equipment List

Coast Guard Drawing 618 WMEC 512-007, Rev D, Ventilation Diagram Main Deck

Coast Guard Drawing 618 WMEC 512-011, Rev J, Arrangement Ventilation & Air Conditioning Main Deck

Coast Guard Drawing 618 WMEC 514-001, Rev G, Diagram: Heating and Chilled Water System

Coast Guard Drawing 618 WMEC 514-002, Rev G, Arrgt of Chilled & Hot Water System Inside MS

Coast Guard Drawing 618 WMEC 514-003, Rev L, Arrgt of Chilled & Hot Water System Outside of MS

Coast Guard Drawing 618 WMEC 514-004, Rev G; Htg, Vent & A/C Cont Blk W/D & Schematic

Coast Guard Drawing 618 WMEC 521-001, Rev H, Diagram Firemain Sprinkling & Washdown

Coast Guard Drawing 618 WMEC 521-002, Rev M, Arr of Firemain, Sprinkling & Washdown System Main Deck & Above

Coast Guard Drawing 618 WMEC 528-001, Rev L, Arr of Plumbing Sys & Deck Drains

Coast Guard Drawing 618 WMEC 528-002, Rev B, Diagram Of Plumbing System & Deck Drains

Coast Guard Drawing 618 WMEC 533-001, Rev P, Diag Hot & Cold Potable Water

Coast Guard Drawing 618 WMEC 535-001, Rev N, Diagram Steam, Feed and Condensate System Piping

Coast Guard Drawing 618 WMEC 535-002, Rev N, Arr Stm Feed & Condensate System Piping

Coast Guard Drawing 618 WMEC 535-004, Rev-, Split Pipe Drain Duct for Boiler Overboard Disch

Coast Guard Drawing 618 WMEC 536-001, Rev M, Diag Sea Water Piping for Mn Engs, Aux & Emer Gens. & A.C. Condensers

Coast Guard Drawing 618 WMEC 536-003, Rev D, Diagram – F.W. for Machinery Cooling

Coast Guard Drawing 618 WMEC 536-005, Rev B, Installation of JW & LO Coolers

Coast Guard Drawing 618 WMEC 536-052, Rev -, Heat Exchanger

Coast Guard Drawing 618 WMEC 542-001, Rev G, Diagram Aviation Fuel System

Coast Guard Drawing 618 WMEC 542-002, Rev J, Arr -Aviation Fuel System

Coast Guard Drawing 618 WMEC 561-051, Rev -, Hydraulic Cylinder 3/4 Bore Vickers No. 45-103300

Coast Guard Drawing 618 WMEC 583-003, Rev E, Boat Davit Hydraulic Circuit

Coast Guard Drawing 618 WMEC 593-001, Rev C, Diagram-MSD System

Coast Guard Drawing 618 WMEC 593-002, Rev F, Arrg’t. MSD System

Coast Guard Drawing 618 WMEC 593-050, Rev A, General Arrangement Marine Sanitation Device Compartment

Coast Guard Drawing 618 WMEC 601-001, Rev J, Outboard Profile

Coast Guard Drawing 618 WMEC 601-002, Rev B, Inboard Profile

Coast Guard Drawing 618 WMEC 601-003, Rev K, General Arrangement – Second and Third Decks

Coast Guard Drawing 618 WMEC 601-004, Rev K, General Arrangement – Main & 01 Deck

Coast Guard Drawing 618 WMEC 613-001, Rev B, Main Mast Rigging Arr & Det

Coast Guard Drawing 618 WMEC 634-001, Rev G, Deck Coverings

Coast Guard Drawing 618 WMEC 635-002, Rev J, Sheathing & Insulation

Coast Guard Drawing 618 WMEC 671-003, Rev D, Helicopter Handling Servicing Eqp’t Stowage vi (Rev-0)

Coast Guard Drawing 618 WMEC 800-002, Rev A, Strg Sys Hyd Mchry & Ppg Installations

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

Coast Guard Technical Publication (TP) 2188, Dec 2024, Steam Heating Boiler - Model 5848-14E

Coast Guard Technical Publication (TP) 2697, May 2018, Main Reduction Gear

Coast Guard Technical Publication (TP) 2699, SWBS 245, Feb 2018, Controllable-Pitch Propeller System

Coast Guard Technical Publication (TP) 2703, Nov 2017, Ship Service Diesel Generator Set

Coast Guard Technical Publication (TP) 2754, SWBS 583, August 2013, Hydraulic Power Unit (HPU)

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) 3240B, SWBS 583, May 2010, Hydraulic Power Unit – Motor Controller

Coast Guard Technical Publication (TP) 3241A, SWBS 593, June 2011, Vacuum Sewage System

Coast Guard Technical Publication (TP) 3368, Jun 2020, Talon Helicopter Landing Grid - Type 18-22-01 Multiple Class Cutters

Coast Guard Technical Publication (TP) 3485C, SWBS 583, Sept 2013, Single Point Boat Model

D5700CT

Coast Guard Technical Publication (TP) 3965, Apr 2020, Air Conditioning System, R-134A – Model

90RMC025-D-6-D005/MS1

Coast Guard Technical Publication (TP) 4034, Aug 2018, SWBS 561, Electro-Hydraulic Steering System & Alarm System Upgrade

Coast Guard Technical Publication (TP) 4039, SWBS 443, Whistle Timer, Models M-522 and M-411, Installation, operation and Maintenance Instructions

Coast Guard Technical Publication (TP) 4647, Apr 2019, FM/ALCO 251 Engine – Operations and Maintenance Manual

Coast Guard Technical Publication (TP) 4648, Main Propulsion Plant (210’ WMEC ‘A’ Class only), SWBS 233, May 2024

Coast Guard Technical Publication (TP) 5453, Main Diesel Engine (MDE) – Clutch Assembly – Model

28VC1000

Coast Guard Technical Publication (TP) 5490, SWBS 565, Apr 2018, Fin Stabilizer System

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740). 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation vii (Rev-0)

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using Wipe Sampling Methods for Subsequent Determination of Metals

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment

Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone

Manufacturers 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, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-G-21164, Jul 2019, Grease, Molybdenum Disulfide, for Low and High Temperatures, NATO Code Number G-353

MIL-PRF-17672E, Oct 2010, Hydraulic Fluid, Petroleum, Inhibited

MIL-STD-419 E, Aug 2017, Cleaning, Protecting, and Testing Piping, Tubing, and Fittings for Hydraulic Power Transmission Equipment

Naval Air Warfare Center (NAVAIR) Drawing 626348, Rev C, Visual Landing Aids Installation WMEC- 210 Class Ships

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details viii (Rev-0)

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)/NACE International (NACE) 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal 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)

1 N MDE JW Seal Kit NSN: 2930-01-602-8570

PN: 10-1AEW SEAL

2 ea. 1,250.00

1 Y **JW Cooler NSN: 2930-01-698-9297 2 ea. 29,490.00 1 N **JW Cooler Tube Bundle NSN: 2930-01-541-2516 2 ea. 2,550.00 4 N Way-Wolff Boiler Model

No. 5848-14E NSN: 4410-01-230-8024 2 ea. 43,682.00

7 N **Valve, counterbalance, 1000-4000 psi, 30 gpm, 25 psi check

NSN: 4810-01-353-0586 4 ea. 67.33

7 N **Valve, safety relief NSN: 4820-01-241-5464

PN: CS06F50

2 ea. 466.33

7 N **Valve, check, 25 psi, 32 gpm

NSN: 4820-01-627-7022 4 ea. 58.64

7 N **Float switch, liquid level NSN: 6680-01-673-5099 2 ea. 425.00 7 N **Valve, safety relief NSN: 4820-01-571-9823

PN: RAH101S30

2 ea. 41.70

7 N **Coupling half, shaft NSN: 3010-01-675-1842

PN: RC2-0625-156

2 ea. 25.30

7 N **Coupling half, shaft NSN: 3010-01-674-9183

PN: RC2-1375-312

2 ea. 25.30

7 N **Insert, flexible coupling, pump to motor

NSN: 3010-01-674-8153 2 ea. 11.70

7 N **Pump, rotary Honor series 2D, CW

NSN: 4320-01-673-6806 2 ea. 536.00

8 N Rope, wire assembly with swage socket

PN: FL-8201-093 Item 1

NSN: 4010-01-602-8365

1 ea. 250.00

8 Y Hook, release PN: APR-356-CBH NSN:

4030-01-467-1005

1 ea. 4,340.00

8 Y **Davit control console PN: 60576 NSN: 2030-01- 612-7381

1 ea. 44,000.00

9 N Sewage Discharge Pump NSN: 4320-01-273-9350 2 ea. $4,719.00 9 N Sewage Vacuum Transfer

Pump NSN: 4320-01-519-3163 2 ea. $4,719.00

15 N Whistle Timer NSN: 6645-01-564-0569

PN: M-522

1 ea. $1,326.00

15 N Cable, Power, Electrical, Type DSGU-4 ***

NSN: 6145-01-202-2795

PN: M24643/15-02UN

245 ft. $325.85

15 N Cable, Power, Electrical, Type TSGU-4 ***

NSN: 6145-01-201-9498

PN: M24643/16-02UN

125 ft. $207.50

15 N Cable, Power, Electrical, Type FSGU-4 ***

NSN: 6145-01-210-2344

PN: M24643/17-02UN

30 ft. $54.30 x (Rev-0)

20 N ***Thomas Disc Coupling

NSN: 3010-01-496-7051 1 ea.

25 N QAWTD 1-77-2; 26” x 66” Diameter Quick-

Acting Watertight Door, Steel, 8-

Dog, Left Hinge (including associated coaming)

NSN: 2040-00-542-0201 1 ea. 8,958.71

**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 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

8 Single Point Davit, Inspect and Service

17 Deck and Bulkhead Plating, Renew xii (Rev-0)

PRINCIPAL CHARACTERISTICS

210' WMEC (A-CLASS)

PHYSICAL

Length overall 210' 6" Length between perpendiculars 200' 0" Beam molded 34' 0" Depth molded, main deck amidships 19' 6" Full load displacement 1,170 long tons Draft, full load to baseline amidships *Baseline is 9” below keel amidships

12' 0"

Design drag between perpendiculars 1' 6" Highest projection above baseline *VHF-FM ADF antenna

90' 0"

Shore tie voltage requirements 400A / 440V Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 16-251-CE Diesel Engines, 5,000 BHP total

Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

Number of propellers 2 Propeller diameter 7' 6" Number of blades, Each 4 Pitch Controllable Shaft RPM 300 Shaft diameter 8.25" at exit of hull Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 47,140 gal.

Fresh water total (100%) 11,135 gal.

JP-5 fuel total (95%) 4,717 gal.

Lube oil total (95%) 2,331 gal.

1 (Rev-0)

00000_0725_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for Shipyard Employment

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.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

2 (Rev-0)

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific

3 (Rev-0) 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 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 is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

4 (Rev-0)

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.6.1 All work items involving crane work or general movement of supplies will require a barge crane due to weight restrictions on pier. Weight restrictions include a 40 psf live load, 3,000 lb wheel load, 6000 lb axle load, and 12,00 lb max total.

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.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT

QA RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):

Mean Reading (mils)

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

4.2 Tank and Void Assessment form.

12 (Rev-0)

13 (Rev-0)

25600_CDG_0825_210_270_295

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

DESCRIPTION LOCATION OEM / MODEL QTY

MDE Jacket Water Engine Room American Precision, p/n

70A87A10096

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST

($/UNIT)

N MDE JW Seal Kit NSN: 2930-01-602-8570

PN: 10-1AEW SEAL

2 ea. 1,250.00

Y **JW Cooler NSN: 2930-01-698-9297 2 ea. 29,490.00 N **JW Cooler Tube Bundle NSN: 2930-01-541-2516 2 ea. 2,550.00

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 618 WMEC 201-001, Rev F, Arrangement of Machinery Plans, Sections & Elevations (ACTIVE)

Coast Guard Drawing 618 WMEC 536-001, Rev M, Diag Sea Water Piping for Mn Engs, Aux & Emer Gens. & A.C. Condensers

Coast Guard Drawing 618 WMEC 536-003, Rev D, Diagram – F.W. for Machinery Cooling

Coast Guard Drawing 618 WMEC 536-005, Rev B, Installation of JW & LO Coolers

Coast Guard Drawing 618 WMEC 536-052, Rev -, Heat Exchanger

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

14 (Rev-0)

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses

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.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, (Interferences). Known interferences include, but are not limited to the following:

Piping and hoses

Filters

Deck plating and associated framing

Electrical cables

Thermal insulation.

3.2 Temporary access openings. With express permission of the KO via submission of a CFR and in accordance with SFLC Std Spec 8636, the Contractor may perform all work required to cut open and close temporary access openings to facilitate accomplishment of the work specified herein.

3.3 Fluid disposition, disposal. Dispose of all removed fluids in accordance with all applicable Federal, state, and local regulations.

3.4 Disassemble. The Contractor must drain and remove the designated heat exchangers (see paragraph

1.1 (Intent)) to a suitable repair facility and disassemble to the extent necessary to perform all work specified herein. Refer to Coast Guard Drawings 618 WMEC 201-001, 618 WMEC 536-001, 618 WMEC 536-003, 618 WMEC 536-005 and 618 WMEC 536-052 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.

15 (Rev-0)

3.5 Inspection. Before cleaning is begun, the Contractor must visually inspect all heat exchanger surfaces for excessive deterioration and any other defects. Submit a CFR.

3.6 Cleaning requirements. The Contractor must 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.

3.7 Reassembly. After authorized repairs, if any, the Contractor must reassemble each heat exchanger.

3.7.1 Renew all software (seals, gaskets, O-rings, lantern rings).

3.7.2 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.

3.7.3 Renew all hoses, thermostats and anodes as applicable.

3.8 Reinstallation. After completion of testing and all authorized repairs, if any, the Contractor must 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.

3.9 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, (Touch-ups and minor coating repairs.)

3.10 Cleanliness requirement. The Contractor must 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.

3.11 Pressure test. After all authorized work is complete and prior to reconnecting the heat exchanger(s), the Contractor must pressure test each heat exchanger in accordance with SFLC Std Spec 5000, Appendix C paragraph C2.7 (Heat exchangers and fluid coolers) using test pressures shown in Table(s) below.

Ensure no leakage from or permanent deformation of pressure-containing parts by repairing all leaks and discrepancies. Submit a CFR.

COMPONENT SHELL SIDE

TEST PRESSURE

(PSI)

TUBE SIDE

TEST

PRESSURE (PSI)

Main Diesel Engine

50 50

16 (Rev-0)

3.12 Label plates. The Contractor must 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.

3.13 Leak test. After completing all authorized mechanical (i.e. threaded, bolted, etc.) joint repairs, the Contractor must test the heat exchanger system's operation 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.

3.14 Government’s right for change out. The Contractor must be aware that the Government reserves the right to furnish a new Jacket Water Cooler or Jacket Water Cooler Tube Bundle for installation in place of the existing. If the Government exercises this right, the Contractor must dispose of the removed Lube Oil Cooler and/or Tube Bundle in accordance with all applicable Federal, state, and local regulations OR return to the Coast Guard PA as an MTI item, as applicable.

4. NOTES

4.1 System refill. The ship will refill the Jacket Water Cooler at the conclusion of repairs.

17 (Rev-0)

25903_ESD_0924_FLT

REC_25903_FLT_210 WMEC 'A' Class (ALL) (1215)

WORK ITEM 2: Boiler Exhaust Stack Uptakes, Commercial Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean the Boiler exhaust stack uptakes.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 618 WMEC 259-001, Rev F, Exhaust Piping Arrangement

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

18 (Rev-0)

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, (Interferences). Known interferences include, but are not limited to following:

Access covers.

Exhaust stack.

Boiler.

Exhaust pipe expansion joints.

Exhaust insulation blankets.

3.2 Safety precaution. The Contractor must rig suitable safety netting, to protect workers during possible falls, and to protect the Engine Room and machinery from falling tools.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.3 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.4 Cleaning. The Contractor must clean the interior surfaces of the exhaust piping to the Boiler, shown on Coast Guard Drawing(s) 618 WMEC 259-001, to a condition free from soot, tar, and any other foreign matter as follows:

3.4.1 Disconnect the exhaust piping as necessary to facilitate cleaning.

3.4.2 Thoroughly sweep, mechanically clean, and vacuum the interior of each exhaust pipe system, including the mufflers, from the exhaust outlet to the topmost location outside the vessel. Ensure that all tar deposits, soot deposits, and all other surface contaminants are completely removed.

3.4.3 Upon completion of cleaning, do the following:

3.4.3.1 Remove all debris from the pipe surfaces, stack deck, and Engine Room areas by vacuuming.

Dispose of all cleaning materials and generated debris in accordance with all applicable Federal, state, and local regulations.

3.4.3.2 Reassemble exhaust piping; renew all flange connection gaskets with suitable high temperature, non-asbestos-containing gasket materials; and renew all fasteners.

3.5 Inspection and report. The Contractor must perform a visual inspection of the following components;

submit a CFR:

Exhaust stack access hatches, including all associated studs and nuts.

All cleaned exhaust stack surfaces.

All exhaust expansion joints, including associated bolts.

3.5.1 Following cleaning of the interior of each uptake, the Contractor must demonstrate completeness of the cleaning process to the Coast Guard Inspector, showing that the entire length of uptake has been satisfactorily cleaned according to the work plan.

19 (Rev-0)

3.6 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, (Touch-ups and minor coating repairs.)

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.7_Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

This section is not applicable to this work item.

20 (Rev-0)

51490_CDG_0723_210_270_295

REC_51490_210_270_210’ WMEC ‘A’ Class (ALL) (0723)

WORK ITEM 3: Chill Water System, Clean and Flush

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and flush the Chill Water and Heat System.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 618 WMEC 512-007, Rev D, Ventilation Diagram Main Deck

Coast Guard Drawing 618 WMEC 514-001, Rev G, Diagram: Heating and Chilled Water System

Coast Guard Drawing 618 WMEC 514-002, Rev G, Arrgt of Chilled & Hot Water System Inside

MS

Coast Guard Drawing 618 WMEC 514-003, Rev L, Arrgt…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .