RELIANCE DS-AA SOW REV-0 21APRIL2021.pdf

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Dock-Side: USCGC RELIANCE FY22 COMBINED DS/AA
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70Z08021QP2YD6600
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This solicitation seeks proposals for dock-side repairs and an availability period for the USCGC RELIANCE (WMEC-615) from 18 October 2021 to 13 December 2021. The Coast Guard requires maintenance including cleaning and inspection of various systems, tanks, piping and equipment as described in the attached statement of work and specifications. Proposals are due by completing and submitting the schedule of services, meeting technical documentation requirements, and signing any solicitation amendments. The Coast Guard will award a firm fixed price contract for the work.

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USCGC RELIANCE (WMEC 615)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2022

Developed By: Julius K Toida

(Rev-0, 21 April 2021)

USCGC RELIANCE (WMEC-210A) DOCKSIDE AVAILABILITY FY2022

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 2: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 3: Chill Water System, Clean And Flush WORK ITEM 4: Potable Water Pneumatic Tank(s), Clean and Inspect WORK ITEM 5: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 6: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift WORK ITEM 7: Single Point Davit, Renew WORK ITEM 8: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 9: Sewage Holding Tanks, Clean and Inspect WORK ITEM 10: Sewage Piping, Clean and Flush WORK ITEM 11: Padeyes, Inspect and Test WORK ITEM 12: 400 HZ Power Supply, Relocate WORK ITEM 13: Oily Water Separator, Replace WORK ITEM 14: Raw Water Condensate Cooling Pump, Upgrade WORK ITEM 15: Fire Pumps, Replace WORK ITEM 16: Watertight Scuttle (Internal, DC Deck and Below), Renew WORK ITEM 17: Fan Coil Units, Renew WORK ITEM 18: Tanks (Grey Water Holding), Preserve “Partial” WORK ITEM 19: Tanks (Sewage Holding), Preserve “Partial” WORK ITEM 20: Seawater Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 21: Lube Oil Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 22: Emergency Diesel Generator (EDG) Fuel Oil Tank, Replace WORK ITEM 23: Oily Water Separator Discharge Piping, Renew WORK ITEM 24: Towing Services, Provide WORK ITEM 25: 28 Volt DC Helo Power Supply, Load Test WORK ITEM 26: 400 Hz Power Supply (FCX Systems Inc.), Load Test WORK ITEM 27: Windspeed Transmitter (Anemometer), Renew WORK ITEM 28: Flow Meter (Aviation Fuel), Replace (A-Class) WORK ITEM 29: Helo Talon Grids, Inspect and Test WORK ITEM 30: Decks, Helicopter Operating Areas, Preserve WORK ITEM 31: Stanchion, Renew WORK ITEM 32: Fuel Oil Piping, Renew WORK ITEM 33: Inclined Ladders, Repair and 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 013, Rev L, Arrangement of Fuel Oil System

Coast Guard Bill of Materials 618 WMEC 021, Rev E, Arr. OWS System

Coast Guard Bill of Materials 618 WMEC 026, Rev K, Arrgt Vent & Air Cond Second Deck

Coast Guard Bill of Materials 618 WMEC 027, Rev J, Arrgt Vent Air Cond Main Deck

Coast Guard Bill of Materials 618 WMEC 061, Rev J, Arr Stm, Feed & Condensate Sys Piping

Coast Guard Bill of Materials 618 WMEC 097, Rev M, Arr - Aviation Fuel Sys.

Coast Guard Bill of Materials 618 WMEC 105, Rev D, Vertical Ladder Inclined Ladder

Coast Guard Bill of Materials 618 WMEC 111, Rev C, Schedule of Steel Doors, Hatches, Scuttles &

Manholes

Coast Guard Bill of Materials 618 WMEC 327, Rev M, Watertight Door Hatches & Scuttles

Coast Guard Bill of Materials 618 WMEC 349, Rev A, A/C Fan Coil Units

Coast Guard Bill of Materials 627 WMEC 073, Rev C, Arr of Chilled & Hot Wtr Sys O.S. Machy Sp

Coast Guard Drawing 618 WMEC 085-151, Rev D, Booklet of General Plans (RELIANCE 615)

Coast Guard Drawing 618 WMEC 101-001, Rev -, Structural Details

Coast Guard Drawing 618 WMEC 123-007, Rev A, Structural Mods, GEA Westfalia OWS Install

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

Coast Guard Drawing 618 WMEC 136-001, Rev L, 01 Deck, 02 Deck and Bridge Deck Plating and

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 Y, Foundations in Engine Room

Coast Guard Drawing 618 WMEC 184-003, Rev K, IC & Gyro RM Electrical Foundation Details

Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Machy & Sewage Disposal Room Equip Fdns

Coast Guard Drawing 618 WMEC 185-002, Rev F, Foundations For Refrigeration Compressor

Condenser Unit & Misc. Foundations in Aux Machinery Space 4-156-0-E

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

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

Elevations (ACTIVE)

Coast Guard Drawing 618 WMEC 201-004, Rev B, Arrangement of Machinery Plans, Sections &

Elevations v (Rev-0)

Coast Guard Drawing 618 WMEC 252-001, Rev N, Control Air Piping Arrangement

Coast Guard Drawing 618 WMEC 256-003, Rev B, CAT 3306B EDG Installation S.W. Cooling Piping

Mods

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

Coast Guard Drawing 618 WMEC 261-001, Rev G, Diagram Fuel Oil System

Coast Guard Drawing 618 WMEC 261-002, Rev M, Arrangement of Fuel Oil System

Coast Guard Drawing 618 WMEC 261-007, Rev B, Piping Mod IWO EDG Fuel Oil Tank Relocation

Coast Guard Drawing 618 WMEC 261-008, Rev C, Emergency Generator Fuel Tank Aft Steering

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 AY, 440V/115V One Line Diagram Block Wiring

Coast Guard Drawing 618 WMEC 320-011, Rev A, Electrical Power Sys Mods, GEA Westfalia OWS

Install

Coast Guard Drawing 618 WMEC 320-060, Rev -, OWS Booster Pump and Cooling Fan Install

Coast Guard Drawing 618 WMEC 401-001, Rev AF, IC & Gyro RM General Arrangement

Coast Guard Drawing 618 WMEC 430-050, Rev -, I.C. Distribution Panel

Coast Guard Drawing 618 WMEC 437-002, Rev D, Windspeed & Direction Ind Sys Elem Wrg Diag IC

Ckt “HD&HE”

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 512-010, Rev H, Arrgt Vent & AC 2nd Deck

Coast Guard Drawing 618 WMEC 512-011, Rev J, Arrgt Ventilation & AC Main Deck

Coast Guard Drawing 618 WMEC 512-012, Rev K, Arrgt Vent & AC 01 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 K, 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 529-004, Rev C, Diagram Oily Water Separator System

Coast Guard Drawing 618 WMEC 529-005, Rev F, Arr. of Oily Water Separator System

Coast Guard Drawing 618 WMEC 529-011, Rev A, Piping Mods GEA Westfalia OWS Install

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

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

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

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 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 542-003, Rev -, Diagram Aviation Fuel System

Coast Guard Drawing 618 WMEC 551-001, Rev H, Diagram Compressed Air Piping

Coast Guard Drawing 618 WMEC 551-002, Rev G, Arrt of Compressed Air in Mach’y Space vi (Rev-0)

Coast Guard Drawing 618 WMEC 551-003, Rev E, Arrangement Compressed Air Piping Outside

Machinery Space

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 593-058, Rev -, Liquid Level Switch Outline

Coast Guard Drawing 618 WMEC 611-002, Rev A, Padeye Arrangement and Details (Applies to Hull

617. Contractor may assume applicable to all hulls for bidding purposes.)

Coast Guard Drawing 618 WMEC 612-001, Rev F, Rails, Stanchions & Lifelines

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

Coast Guard Drawing 618 WMEC 623-002, Rev B, Inclined Ladders

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

Coast Guard Drawing 627 WMEC 583-007, Rev D, D5700CT SPD/RHI Arrangement and Details, Port

Side

Coast Guard Drawing 627 WMEC 583-008, Rev C, Installation Arrangement of Allied SPD D5700 with

Constant Tension Winch

Coast Guard Drawing FL-588-003, Rev -, Talon Grid, Supporting Skirt & Cover Fabrication & Instl

Coast Guard Drawing FL-8201-96, Rev B, Standard Lifting Rig for Allied D5700-CT Davit

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

Details

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Commandant Instruction (COMDTINST) M16672.2D, Mar 1999, Navigation Rules, International-Inland

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

Coast Guard Technical Publication (TP) 3234A, Dec 2012, Distribution Switchboard

Coast Guard Technical Publication (TP) 3238B-533, Section F, April 2013, Condensate Cooler Pump

Coast Guard Technical Publication (TP) 3239A, SWBS 542, Section E, Feb 2020, JP-5 Flow Meter

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) 4035, Aug 2018, Fire Pump

Coast Guard Technical Publication (TP) 4931, Aug 2009, Section 321A, Precision Frequency Converters

Coast Guard Technical Publication (TP) 5461, SWBS 421Nov 2012, Anemometer – Model 120 & 122

Coast Guard Technical Publication (TP) 7099, SWBS 314, Oct 2009, Rectifier Power Supply - 28 VDC, 300 A

Coast Guard Technical Publication (TP) 9142, Nov 2016, Meter – Model M-5-2 Direct Drive

Coast Guard Technical Publication (TP) 9159-533-A, June 2017, Pump, Condensate Cooler, Series e-

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements vii (Rev-0)

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2020, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary

Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, 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

ASME BPV Code Section VIII, Division 1 & 2, Rules for the Construction of Pressure Vessels

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) F1076, 2015, Standard Practice for Expanded Welded and Silver Brazed

Socket Joints for Pipe and Tube

ASTM International (ASTM) F1387, 2012, Standard Specification for Performance of Piping and Tubing

Mechanically Attached Fittings

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

Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment

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

Electric Boat Corporation Specification No. 4013 (EB Spec 4013), Anti-Sweat and Refrigerant Insulation systems (Sheets and Tubes), Rev-A, February 16, 1999

Flowserve 71569102, Feb 2002, User Instructions Manual

GEA Westfalia Installation Instructions No. 2058-9601-020 Edition 0211

GEA Westfalia Separator Device list CP, P1451546584-9913-DVL000A Rev A dated 2015-10-19

GEA Westfalia Separator Drawing 8106-2021-029 Rev. 02, dated 2016-01-20

GEA Westfalia Separator Drawing P1451546584-9913-LAY000B dated 2015-10-19

GEA Westfalia Separator Drawing P1451546584-9913-PID000A dated 2015-10-19

GEA Westfalia Separator Operating Data Sheet P1451546584-9913-PDS000 dated 2015-10-19

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation viii (Rev-0)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

MIL-A-24179, Jun 1987, Adhesive, Flexible Unicellular-Plastic Thermal Insulation

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

MIL-S-22698, Aug 2002; Steel Plate, Shapes and Bars, Weldable Ordinary Strength and Higher Strength:

Structural

MIL-STD-1399 Section 300, Part 1, 25 September 2018, Low Voltage Electric Power, Alternating

Current

NAVAIR SI-ACS-AFB-1P, 01 July 2020, Air Capable Ship Aviation Facilities Bulletin No. 1P

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

210 Class Ships

QPL-24667, Aug 2019, Qualified Product List of Products Qualified under Performance

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)

7 Y Single Point Davit

Assembly, Allied

D5700CT

NSN: 2030-01-476-6301 1 ea. 104,887.55

7 Y Davit Control Console NSN: 2030-01-612-7381 PN:

60576

1 ea. 43,267.58

8 N Liquid Level Switch NSN: 5930-01-497-5596 2 ea. 1,380.00

9 N **Liquid Level Switch NSN: 5930-01-497-5596 3 ea. 1,380.00

12 Y 400 HZ Power Supply NSN: 5895-01-F16-4518 PN:

PFC010-40-FN

1 ea. 30,084.00

13 N GEA Westfalia

BilgeMaster-E 500

Clean Design

NSN: 4330-01-F17-5256 PN:

WSE 5-01-037

1 ea 76,640.00

13 N Booster Pump Control

Panel

NSN: 4320-01-F20-5936 PN:

BCP11-0.5-D-L1-E2-POL-

PRL-DSP

1 ea 2,950.00

13 N Centrifugal Pump PN: 96082495 1 ea 870.00

14 N Pump, Unit W/Motor NSN: 4320-01-666-4805 PN:

e-1535

1 ea. 1,750.00

15 Y Fire Pump NSN: 4320-01-674-4640 PN:

71569102

2 ea. 21,750.00

15 N Fire Pump Controller NSN: 6110-01-F19-5820 2 ea 4,492.00

16 N 21 inch Diameter

Quick-Acting

Watertight Flush

Scuttle, Steel, 3-Dog, Bottom Handwheel

(including associated coaming)

NSN: 2040-00-554-6911 1 ea. 3,500.00

16 N Gasket NSN: 5330-01-371-7183 1 ea. 250.00

17 N Fan coil unit (1-136-1), Vertical cabinet, size

040, LH connection

PN: FCBB0401 1 ea. 2,500.00

17 N Fan coil unit (1-130-1, 1-137-2), Vertical cabinet, size 040, RH connection

PN: FCBB0401 2 ea. 2,500.00

17 N Fan coil unit (1-130-2), Vertical cabinet, size

040, LH connection, extended endpocket

PN: FCBB0401 1 ea. 2,500.00

17 N Fan coil unit (01-80-1), Vertical cabinet, size

PN: FCBB0201 1 ea. 2,500.00 x (Rev-0)

020, RH connection

17 N Fan coil unit (1-73-2), Horizontal cabinet, size

020, LH connection

PN: FCDB0201 1 ea. 2,500.00

17 N Fan coil unit (01-65-1, 2-177-2), Vertical cabinet, size 020, RH connection

PN: FCBB0201 2 ea. 2,500.00

17 N Fan coil unit (01-66-2), Vertical cabinet, size

020, LH connection

PN: FCBB0201 1 ea. 2,500.00

17 N Fan coil unit (A-Gang

Shop 2-148-2), Horizontal cabinet, size

040, RH connection

PN: FCDB0401 1 ea. 2,500.00

17 N Fan coil unit (Main

Control 2-136-2, 2-

142-0), Horizontal cabinet, size 020, LH connection

PN: FCBB0201 2 ea. 2,500.00

17 N Fan coil unit (1-107-1), Horizontal cabinet, size

020, RH connection

PN: FCDB0201 1 ea. 2,500.00

17 N Fan coil unit (2-96-2, 2-96-1), Horizontal cabinet, size 040, RH connection

PN: FCDB0401 2 ea. 2,500.00

17 N Fan coil unit (2-83-2), Vertical cabinet, size

020, LH connection

PN: FCBB0201 1 ea. 2,500.00

17 N Fan coil unit (2-85-1), Vertical cabinet, size

020, RH connection

PN: FCBB0201 1 ea. 2,500.00

17 N Fan coil unit (01-27-2), Vertical cabinet, size

020, RH connection

PN: FCBB0201 1 ea. 2,500.00

17 N Fan coil unit (1-114-1), Horizontal cabinet, size

020, LH connection

PN: FCDB0201 1 ea. 2,500.00

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

10-1AEW SEAL

2 ea 1,250.00

21 N Gasket NSN: 5330-01-478-5220 8 ea 27.00

21 N O-ring, Shell, Outer

End

NSN: 5331-01-478-5310 2 ea 19.00

27 Y Anemometer NSN: 6600-00-709-9947 2 ea. 5,316.00

28 N JP-5 Flow meter, Meter NSN: 6680-01-658-6663 1 ea. 3,800.00

28 N Counter Rotating, Register

NSN: 6680-01-439-2365 1 ea. 388.00

29 N Screw, Cap, 5/8-11

UNC 2A x 3in.

NSN: 5305-01-393-1827 24 ea. 25.65 xi (Rev-0)

29 N Screw, Cap, M12-1.75 x 42 mm

NSN: 5305-01-584-6095 12 ea. 33.75

29 N Jacking Bolt (5/8 inch

Thread 11 Length 8"

Hex Bolt)

N/A 6 ea. 16.28

29 N **Talon Grid

Stanchion Bolt

Assembly, Including

Locking Nut

NSN: 5340-01-481-3786 60 ea. 31.50

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.1.4

(Inspection report particulars)):

Work

Item Title

8 Grey Water Holding Tanks, Clean and Inspect

9 Sewage Holding Tanks, Clean and Inspect

29 Helo Talon Grids, Inspect and Test

33 Inclined Ladders, Repair and Renew xiii (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_1219_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', 'NAS Pensacola', '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), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

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.

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

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. 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 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 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 a 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 must be 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 must 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

3 (Rev-0) 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, and must be 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:

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.

3.6.1 This availability is to be conducted at a US Navy facility. The Contractor must comply with all US Naval facility instructions (e.g. NAVFAC P-307 for Weight Handling Program Management, etc).

3.7 SFLC standard specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content:

None.

4 (Rev-0)

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 mfgr.

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 mfgr.

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)

25901_ESD_0121_FLT

REC_25901_FLT_210' WMEC 'A' Class (ALL) (0420)

WORK ITEM 1: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean both (port and stbd)

Main Diesel Engine (MDE) exhaust piping systems, including the associated stack uptakes.

1.2 Government-furnished property.

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), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary Hull Accesses

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health

Standards for Shipyard Employment

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

12 (Rev-0)

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, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Access covers

Exhaust stack

MDE

Piping

Pipe insulation

Vent ducting

Wiring

Exhaust pipe expansion joints

Exhaust insulation blankets

3.1.5 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.

3.2 Staging or scaffolding, netting. The Contractor must erect suitable staging or scaffolding in accordance with 29 CFR 1915, Subpart E (Scaffolds, Ladders and Other Working Surfaces) to facilitate work, as required.

3.2.1 Rig suitable safety netting, to protect workers during possible falls, and to protect the Engine Room and machinery from falling tools.

3.3 Work plan. The Contractor must develop and submit, to the COR, a plan for collecting and disposing of waste extracted during cleaning process. Ensure that the proposed plan must detail how and where exhaust piping will be disconnected, how entire length of exhaust piping will be divided/sectioned for cleaning, and precautions to protect the MDE. The Contractor must perform this work upon receiving

Coast Guard approval of the plan.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.4 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the exhaust stack system, to demonstrate existing operational condition. Submit a CFR.

3.5 Cleaning. The Contractor must clean the interior surfaces of the exhaust piping from the turbocharger outlets to the outlet of the exhaust, and stack uptakes to the MDEs, shown on Coast Guard Drawings 618

WMEC 259-001, to a condition free from soot, tar, and any other foreign matter as follows:

13 (Rev-0)

3.5.1 Disconnect the exhaust piping as necessary to facilitate cleaning.

3.5.2 Thoroughly sweep, mechanically clean, and vacuum the interior of each exhaust pipe system, including the mufflers, from the turbocharger outlets to the topmost location outside the vessel. Clean all interior stack uptake surfaces. Ensure that all tar deposits, soot deposits, and all other surface contaminants are removed.

3.5.3 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.

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

3.6 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.

3.6.1 Following cleaning of the interior of each exhaust pipe system, the Contractor must demonstrate completeness of the cleaning process to the Coast Guard Inspector, showing that the entire length of exhaust piping cleaned according to the work plan.

3.7 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, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.8 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the exhaust stack system to be in satisfactory operating condition. Submit a CFR

4. NOTES

4.1 Exhaust. MDE exhaust system includes the crankcase exhaust piping running from the motor to the stacks.

14 (Rev-0)

25902_ESD_0121_FLT

REC_25902_FLT_210' WMEC 'A' Class (ALL) (0316)

WORK ITEM 2: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean both (port and stbd) Ship

Service Diesel Generator (SSDG) exhaust piping, including the associated stack uptakes.

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), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary Hull Accesses

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health

Standards for Shipyard Employment

3. REQUIREMENTS

3.1 General.

15 (Rev-0)

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, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Access covers

Exhaust stack

SSDG

Vent ducting

Wiring

Exhaust pipe expansion joints

Exhaust insulation blankets

3.2 Staging or scaffolding. The Contractor must erect suitable staging or scaffolding in accordance with

29 CFR 1915, Subpart E (Scaffolds, Ladders and Other Working Surfaces) to facilitate work, as required.

3.3 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.

3.3.1 Temporary safety railing. To promote safety, the Contractor must limit existing safety railing removals to an area where new safety railing can be installed during the same workday. During periods when not actively working on new safety railing, secure any gaps between existing safety railing with a substantial temporary lifeline arrangement similar to that currently installed on the vessel. Remove and dispose of all temporary lifelines upon completion of work.

3.4 Work plan. The Contractor must develop and submit to the COR, a plan for collecting and disposing of waste extracted during cleaning process. Ensure that the proposed plan must detail how and where exhaust piping will be disconnected, how entire length of exhaust piping will be divided/sectioned for cleaning, and precautions to protect the SSDG. The Contractor must perform this work upon receiving

Coast Guard approval of the plan.

3.4.1 Due to limited access to work areas, the Contractor may, with express permission of the KO (via submission of a CFR), cut access holes to facilitate accomplishment of the work specified herein. Perform all work required to open and close the access openings in accordance with SFLC Std Spec 8636.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.5 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the exhaust piping system, to demonstrate existing operational condition. Submit a CFR.

16 (Rev-0)

3.6 Cleaning. The Contractor must clean the interior surfaces of the exhaust piping from the turbocharger outlets to the outlet of the exhaust, and stack uptakes to the SSDG, shown on Coast Guard Drawing(s)

618 WMEC 259-001, to a condition free from soot, tar, and any other foreign matter as follows:

3.6.1 Disconnect the exhaust piping as necessary to facilitate cleaning.

3.6.2 Thoroughly sweep, mechanically clean, and vacuum the interior of each exhaust pipe system, including the mufflers, from the turbocharger outlets to the topmost location outside the vessel. Clean all interior stack uptake surfaces. Ensure that all tar deposits, soot deposits, and all other surface contaminants are removed.

3.6.3 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.

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

3.7 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.

3.7.1 Following cleaning of the interior of each exhaust pipe system, the Contractor must demonstrate completeness of the cleaning process to the Coast Guard Inspector, showing that the entire length of exhaust piping has been cleaned according to the work plan.

3.8 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, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.9 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the exhaust piping system to be in satisfactory operating condition. Submit a CFR

This section is not applicable to this work item.

17 (Rev-0)

51490_CMD_0221_210_270

REC_51490_210_270_210’ WMEC ‘A’ Class (ALL) (0418)

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…

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