CONFIDENCE Statement of Work REV013MAY2021.pdf
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- Dock-Side: USCGC CONFIDENCE FY21 Federal contract opportunity
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USCGC CONFIDENCE (WMEC 619)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2021
Developed By: Brett M Gardner
(Rev-0, 13 May 2021)
USCGC CONFIDENCE (WMEC-210A) DOCKSIDE AVAILABILITY FY2021
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. v Consolidated List of Critical Inspection Items ............................................................................................. vi Principal Characteristics ............................................................................................................................. vii General Requirements WORK ITEM 1: CMWD Nozzle Assembly, Renew WORK ITEM 2: General Stores Deck Plating, Renew WORK ITEM 3: Bridge Wing Deck Plating, Renew WORK ITEM 4: DetaCoupling (Plenum Room), Renew WORK ITEM 5: Pilot House Deck Coaming, Renew WORK ITEM 6: Helicopter Service Room Deck Plating, Renew iii (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
iv (Rev-0)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.
All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.
COAST GUARD DRAWINGS
Coast Guard Bill of Materials 618 WMEC 008, Rev J, Arr. Firemain, Sprink. & Washdn. Mn Dk & Abv.
Coast Guard Bill of Materials 618 WMEC 011, Rev J, 3rd Dk, 2nd Dk, Main Dk, 01 Dk, 02 Dk & Bridge
Dk Plt’g & Supports
Coast Guard Drawing 618 WMEC 116-001 Rev -, Forepeak Framing, Chain Locker & Transverse
Bulkheads
Coast Guard Drawing 618 WMEC 131-001 Rev M, Second & Main Deck Plating & Supports
Coast Guard Drawing 618 WMEC 136-001, Rev L, 01, 02 & Bridge Deck Plating & Supports
Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure - Aircastle, 01 & 02 Deckhouse &
Stack
Coast Guard Drawing 618 WMEC 154-001, Rev B, Aluminum Pilothouse Details
Coast Guard Drawing 618 WMEC 521-002, Rev M, Arr. of Firemain, Sprinkling & Washdown System
Main Deck & Above
Coast Guard Drawing 618 WMEC 601-004, Rev K, General Arrangement – Main & 01 Deck
Coast Guard Drawing 618 WMEC 601-005, Rev J, General Arrangement 02 Dk, Bridge Dk, & House
Top
Coast Guard Drawing 618 WMEC 665-004, Rev H, Helicopter Service Room Arrg’t & Detail
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
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 v (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 ***CMWD Nozzle
Assembly
PN: TBD 1 ea. TBD
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter vi (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
4 DetaCoupling (Plenum Room), Renew
5 Pilot House Deck Coaming, Renew
6 Helicopter Service Room Deck Plating, Renew vii (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_0121_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), 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 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec
0000, in accomplishing the following task:
Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.
Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.
3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec
6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. 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 Small Quantity
Generator (SQG).
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 (Rev-0)
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 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. None.
3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:
4 (Rev-0)
None.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM
WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
6 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL #
WORK ITEM
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
7 (Rev-0)
QA-3A - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS
PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS
DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /
TIME
8 (Rev-0)
QA-3B - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA
RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO
SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading
(mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK ITEM
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic
Pull-Off (Type I/Banana) Gauge Is
Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
11 (Rev-0)
S20_0020_52100_CDG_0421_619
WORK ITEM 1: CMWD Nozzle Assembly, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to crop and renew designated flight deck Countermeasure Washdown (CMWD) Nozzle assembly located on the 01 Flight Deck at approximately Frame 158.
1.2 Government-furnished property.
MTI ITEM DESCRIPTION NSN/PN
QTY ESTIMATED
COST
($/UNIT)
N ***CMWD Nozzle
Assembly
PN: TBD
1 ea. TBD
***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Bill of Materials 618 WMEC 008, Rev J, Arr. Firemain, Sprink. & Washdn. Mn Dk
& Abv.
Coast Guard Drawing 618 WMEC 521-002, Rev M, Arr. of Firemain, Sprinkling & Washdown
System Main Deck & Above
COAST GUARD PUBLICATIONS
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
12 (Rev-0)
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not Applicable.
3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).
3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec
0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:
Current CMWD Valve
Insulation
Cableways
Piping in Messdeck Overhead
Gaylord Hood
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 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.
3.3 Renewal. The Contractor must crop out and renew one flight deck CMWD nozzle assembly coming through the 01 level deck at approximately Frame 158, 6 inches starboard of centerline as designated by the Coast Guard Inspector and as shown on Coast Guard Drawing 618 WMEC 521-002 and Coast Guard
Bill of Materials 618 WMEC 008.
3.4 Pipe flushing. The Contractor must flush all new and disturbed piping with clean fresh water until all debris is removed but no longer than five minutes. Ensure flushing fluid is directed to move scale and foreign debris away from installed machinery to prevent possible damage upon operational testing.
Submit a CFR documenting date and time of flushing process and level of pipe cleanliness.
3.4.1 Dispose of flushing fluid in accordance with all applicable Federal, state, and local regulations.
WARNING
Do not drain any fluids including fresh water, into any space, bilge, or exterior location.
3.5 Hydrostatic test. After all authorized repairs, the Contractor must hydrostatically test all new and disturbed piping and components of the CMWD piping system in accordance with SFLC Std Spec 0740, 13 (Rev-0)
Appendix C, Hydrostatic Test. Ensure zero leakage from or permanent deformation of pressure-containing parts by repairing all leaks, deformations, and discrepancies. Submit a CFR.
3.6 Boundary test. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
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 repair. After completion of work and in the presence of the Coast Guard
Inspector, The Contractor must thoroughly test 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.
14 (Rev-0)
S21_0004_13100_CDG_0421_619
WORK ITEM 2: General Stores Deck Plating, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to renew designated deck plating located in General Stores (Compartment 1-FP-0-A).
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Bill of Materials 618 WMEC 011, Rev J, 3rd Dk, 2nd Dk, Main Dk, 01 Dk, 02 Dk &
Bridge Dk Plt’g & Supports
Coast Guard Drawing 618 WMEC 116-001 Rev -, Forepeak Framing, Chain Locker &
Transverse Bulkheads
Coast Guard Drawing 618 WMEC 131-001 Rev M, Second & Main Deck Plating & Supports
Coast Guard Drawing 618 WMEC 601-004, Rev K, General Arrangement – Main & 01 Deck
COAST GUARD PUBLICATIONS
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
3.1.1 CIR.
15 (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:
Bulkhead insulation
Aft bulkhead of space
Outboard hull plating
Freshwater in forepeak Tank 4-FP-0
3.2 Renewal. The Contractor must crop and renew 10 square feet of 7.65# deck plating located in the aft port corner of General Stores (Compartment 1-FP-0-A), and 5 square feet of 7.65# deck plating located in the aft starboard corner of General Stores (Compartment 1-FP-0-A) as designated by the Coast Guard
Inspector and using Coast Guard drawings 618 WMEC 116-001, 618 WMEC-133-001 and 618 WMEC
601-004, as well as Coast Guard Bill of Materials 618 WMEC 011.
3.3 Boundary test. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
3.4 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.)
16 (Rev-0)
S21_0007_13600_CDG_0421_619
WORK ITEM 3: Bridge Wing Deck Plating, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to renew designated deck plating located on the Bridge Deck, port side Bridge Wing.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Bill of Materials 618 WMEC 011, Rev J, 3rd Dk, 2nd Dk, Main Dk, 01 Dk, 02 Dk &
Bridge Dk Plt’g & Supports
Coast Guard Drawing 618 WMEC 136-001, Rev L, 01, 02 & Bridge Deck Plating & Supports
Coast Guard Drawing 618 WMEC 601-005, Rev J, General Arrangement 02 Dk, Bridge Dk, &
House Top
COAST GUARD PUBLICATIONS
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.
3.1.1 CIR.
17 (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:
Non-skid
Ventilation ducting
Wiring
Insulation
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 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.
3.3 Ultrasonic thickness (UT) measurement. The Contractor must take a total of 50 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard Drawing 618 WMEC 136-001 as guidance. Submit a CFR.
3.4 Renewal. The Contractor must crop and renew 5 square feet of 7.65# deck plating located on the
Bridge Deck at approximately Frame 84, directly above Fan Room 02-81-2-Q, as designated by the Coast
Guard Inspector and using Coast Guard Drawing 618 WMEC 136-001 and Coast Guard Bill of Materials
618 WMEC 011.
3.5 Boundary test. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
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, paragraph 3.1.13 (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.
18 (Rev-0)
S21_0015_15200_BMG_0421_619
WORK ITEM 4: DetaCoupling (Plenum Room), Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to crop and renew designated
Aluminum to Steel DetaCoupling located on the 02 Level along the bottom of the Plenum Room
(Compartment 02-90-0-Q).
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure - Aircastle, 01 & 02
Deckhouse & Stack
Coast Guard Drawing 618 WMEC 601-005, Rev J, General Arrangement 02 Dk, Bridge Dk, &
House Top
COAST GUARD PUBLICATIONS
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.
3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):
3.3 Ultrasonic thickness (UT) measurement.
19 (Rev-0)
3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, (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:
Weather Deck Drain
Vertical Ladder
Ventilation Duct
Louver and Louver Drain
Stack
CAUTION
Ensure stack is adequately supported during all repair work to prevent structural deformation.
3.2 Renewal. The Contractor must renew 4 linear feet of the Aluminum to Steel DetaCoupling at the base of the Plenum Room, port side frames 97 to 99, as designated by the Coast Guard inspector and as shown on Coast Guard Drawing 618 WMEC 152-001.
3.3 Ultrasonic thickness (UT) measurement. The Contractor must take a total of 50 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard Drawing 618 WMEC 152-001 as guidance. Submit a CIR.
3.4 Boundary test, generic. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
3.5 Touch-up preservation, general. 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.)
20 (Rev-0)
S21_0016_15400_BMG_0421_619
WORK ITEM 5: Pilot House Deck Coaming, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to crop and renew designated steel deck coaming located on the Bridge Deck along the bottom of the Pilothouse (Compartment 03-62-
0-C).
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 618 WMEC 136-001, Rev L, 01, 02 & Bridge Deck Plating & Supports
Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure - Aircastle, 01 & 02
Deckhouse & Stack
Coast Guard Drawing 618 WMEC 154-001, Rev B, Aluminum Pilothouse Details
Coast Guard Drawing 618 WMEC 601-005, Rev J, General Arrangement 02 Dk, Bridge Dk, &
House Top
COAST GUARD PUBLICATIONS
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
3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):
21 (Rev-0)
3.4 Ultrasonic thickness (UT) measurement.
Not Applicable
3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, (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:
Aluminum Deck House and Huckbolts
Insulation (Pilot House Interior and 02 Level Overhead)
Cableways
False Bulkheads
Vertical Ladder
Lockers
Charting Table with Drawers
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 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.
3.3 Renewal. The Contractor must crop and renew the following flat bar steel coaming on the Bridge
Deck along the bottom of the Pilothouse (Compartment 03-62-0-C), as designated by the Coast Guard
Inspector and as shown on Coast Guard drawings 618 WMEC 136-001, 618 WMEC 152-001, 618
WMEC 154-001 and 618 WMEC 601-005. Seal and rejoin pilot house to coaming with new huckbolts in accordance with 618 WMEC 154-001.
2 locations, 1 linear foot each of 6 inch by 10.2# steel plate coaming located on the port side below the Pilothouse door, between frames 68 and 72.
1 linear foot of 6 inch by 10.2# steel plate coaming located on the port side forward of the
Pilothouse door, between frames 64 and 66.
1 linear foot of 6 inch by 10.2# steel plate coaming located on the port side aft of the
Pilothouse door, between frames 72 and 74.
3 linear feet of 6 inch by 10.2# steel plate coaming located on the starboard side aft of the
Pilothouse door, between frames 74 and 80.
1 linear foot of 6 inch by 10.2# steel plate coaming located on the starboard aft side of the
Pilothouse beneath the ladder to the 04 Deck, between frames 72 and 74.
22 (Rev-0)
3.4 Ultrasonic thickness (UT) measurement. The Contractor must take a total of 50 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard Drawing 618 WMEC 154-001 as guidance. Submit a CIR.
3.5 Boundary test, generic. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
3.6 Touch-up preservation, general. 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.
23 (Rev-0)
S21_0017_13600_BMG_0421_619
WORK ITEM 6: Helicopter Service Room Deck Plating, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to crop and renew designated
7.65-pound steel deck plating located in the Helicopter Service Room (Compartment 01-92-0-Q).
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Bill of Materials 618 WMEC 011, Rev J, 3rd Dk, 2nd Dk, Main Dk, 01 Dk, 02 Dk &
Bridge Dk Plt’g & Supports
Coast Guard Drawing 618 WMEC 136-001, Rev L, 01, 02 & Bridge Deck Plating & Supports
Coast Guard Drawing 618 WMEC 665-004, Rev H, Helicopter Service Room Arrg’t & Detail
COAST GUARD PUBLICATIONS
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.
3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):
3.4 Ultrasonic thickness (UT) measurement.
24 (Rev-0)
3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, (Vessel component, space, and equipment protection).
3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec
0000, (Interferences). Known interferences include, but are not limited to the following:
Deck covering
Hydraulic Power Unit
Electrical Equipment (Transformers, Conn Boxes, Fan Controller, etc.)
Cabinets and Workbench
Helicopter Workshop Equipment
Overhead Insulation (Main Deck)
Cableways (Main Deck)
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 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.
3.3 Renewal. The Contractor must crop and renew 6 square feet of 7.65# deck plating in the Helicopter
Service Room (Compartment 01-92-0-Q) as designated by the Coast Guard Inspector and as shown on
Coast Guard Drawing 618 WMEC 136-001.
3.4 Ultrasonic thickness (UT) measurement. The Contractor must take a total of 50 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard Drawing 618 WMEC 136-001 as guidance. Submit a CIR.
3.5 Boundary test, generic. The Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR.
3.6 Touch-up preservation, general. 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.
25 (Rev-0)
File details come from the government source that posted it. Updated .