CONFIDENCE SPEC (WMEC 210A) DS FQ1 SLE 21R0.doc
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- Dock-Side (DS): USCGC Confidence WMEC-619 repair
- Solicitation number
- 70Z080-21-Q-P4502600
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This is a combined synopsis and solicitation issued by the United States Coast Guard to conduct dockside repairs to the USCGC CONFIDENCE. The Coast Guard seeks to award a firm fixed price contract for labor and materials to meet the specification's requirements. Interested small businesses may submit quotes by August 16th, with award anticipated by October 9th. Repairs are to be conducted at the pier located at 9235 Grouper Road in Cape Canaveral, Florida, between November 4th and December 28th, 2020. Drawings may be requested by July 30th and questions accepted until August 6th. The solicitation includes the specification, price schedule, and statement of work as attachments.
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| USCG Confidence Question response.docx | DOCX document | |
| RFQ Dockside CGC Confidence 70Z080-21-Q-P4502600.docx | DOCX document | |
| CONFIDENCE (WMEC 210A) DS FQ1 SLE 21ER0_BLANK.xls | XLS spreadsheet | |
| RFQ Dockside CGC Confidence 70Z080-21-Q-P4502600.docx | DOCX document |
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USCGC CONFIDENCE (WMEC 619)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2021
Developed By: Stephanie Eldredge (Rev-0, 11 June 2020)
TABLE OF CONTENTS
iiiRevisions Record ivConsolidated List of References viiiConsolidated List of Government-furnished Property ixConsolidated List of Critical Inspection Items xPrincipal Characteristics
1General Requirements
11WORK ITEM 1: Chill Water System, Clean And Flush
15WORK ITEM 2: Boilers, Renew
21WORK ITEM 3: Potable Water Pneumatic Tank(s), Clean and Inspect
24WORK ITEM 4: Hot Water Accumulator Tanks, Clean and Inspect
27WORK ITEM 5: Single Point Davit, Renew
32WORK ITEM 6: Sewage Discharge and Vacuum Pumps, Renew
35WORK ITEM 7: Grey Water Holding Tank(s), Clean and Inspect
38WORK ITEM 8: Sewage Holding Tank(s), Clean and Inspect
41WORK ITEM 9: Sewage Piping, Clean And Flush
44WORK ITEM 10: Bridge Fire and Smoke Detection Alarm Panel, Replacement
49WORK ITEM 11: Oily Water Separator, Replace
65WORK ITEM 12: 400 HZ Power Supply, Relocate
69WORK ITEM 13: Flow Meter (Aviation fuel), Replace (A-Class)
72WORK ITEM 14: Watertight Hatches (External DC Deck and Below), Renew
77WORK ITEM 15: Sewage Vacuum Piping, Renew
81WORK ITEM 16: Exhaust Piping Insulation, Renew
84WORK ITEM 17: Bulkhead Plating and Deck Covering (Interior Wet/Dry), Renew
87WORK ITEM 18: Exhaust Piping Padeyes and Coaming, Renew
90WORK ITEM 19: Boiler Feedwater Piping, Pumps, and Valves, Renew
93WORK ITEM 20: Tanks (Grey Water Holding), Preserve “Partial”
95WORK ITEM 21: Tanks (Sewage Holding), Preserve “Partial”
97WORK ITEM 22: Seawater Heat Exchangers; Clean, Inspect And Hydro
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.
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 11, Rev J, 3rd Dk, 2nd Dk, Main Dk, 02 Dk & Bridge Dk Pltg & Supports Coast Guard Bill of Materials 618 WMEC 327, Rev M, Watertight Doors, Hatches & Scuttles Coast Guard Bill of Materials 618 WMEC 6, Rev H, Arrangement Exhaust Piping Coast Guard Bill of Materials 618 WMEC 61, Rev J, Arr. Stm., Feed & Conds. Sys. Piping
Coast Guard Bill of Materials 618 WMEC 97, Rev L, Arrangement Aviation Fuel System Coast Guard Bill of Materials 618 WMEC 99, Rev J, Arrt MSD System Coast Guard Drawing 618 WMEC 085-191, Rev F, Booklet of General Plans, (CONFIDENCE 621) Coast Guard Drawing 618 WMEC 120-002, Rev E, Misc. Bhd’s Main Deck Coast Guard Drawing 618 WMEC 123-007, Rev A, Structural Modifications for GEA Westfalia OWS Installation Coast Guard Drawing 618 WMEC 131-001, Rev M, 2nd & 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 167-001, Rev M, Schedule of Steel Doors, Hatches, Scuttles & Manholes Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room Coast Guard Drawing 618 WMEC 184-003, Rev K, IC & Gyro RM Electrical Foundation Details Coast Guard Drawing 618 WMEC 201-004, Rev B, Arrangement of Machinery Plans, Sections & Elevations
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 314-001, Rev G, Helo 400 HZ & 28 VDC Replacement Diag.
Coast Guard Drawing 618 WMEC 320-001 Rev BA, Major Maintenance Availability 440V & 115V Power One Line Wiring Diagram and Details Coast Guard Drawing 618 WMEC 320-011, Rev A, 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 512-007, Rev D, Ventilation Diagram Main Deck Coast Guard Drawing 618 WMEC 514-001, Rev G, Diagram: Heating and Chilled Water System Coast Guard Drawing 618 WMEC 514-002, Rev G, Arrgt of Chilled & Hot Water System Inside MS Coast Guard Drawing 618 WMEC 514-003, Rev 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 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 535-004, Rev-, Split Pipe Drain Duct for Boiler Overboard Disch Coast Guard Drawing 618 WMEC 536-001, Rev M, Diag Sea Water Piping for Mn Engs, Aux & Emer Gens. & A.C. Condensers
Coast Guard Drawing 618 WMEC 536-003, Rev D, Diagram – F.W. for Machinery Cooling
Coast Guard Drawing 618 WMEC 536-005, Rev B, Installation of JW & LO Coolers Coast Guard Drawing 618 WMEC 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 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 593-050, Rev A, General Arrangement Marine Sanitation Device Compartment Coast Guard Drawing 618 WMEC 601-001, Rev H, Outboard Profile Coast Guard Drawing 618 WMEC 601-002, Rev B, Inboard Profile Coast Guard Drawing 618 WMEC 601-003, Rev K, General Arrangement – Second and Third Decks Coast Guard Drawing 618 WMEC 601-004, Rev K, General Arrangement – Main & 01 Deck Coast Guard Drawing 618 WMEC 635-002, Rev J, Sheathing & 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-8201-96, Rev B, Standard Lifting Rig for Allied D5700-CT Davit NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck 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 Technical Publication (TP) 2188, Jun 2018, Steam Heating Boiler - Model 5848-14E Coast Guard Technical Publication (TP) 2754, SWBS 583, Aug 2013, Hydraulic Power Unit (HPU) Coast Guard Technical Publication (TP) 3239A, SWBS 542, Nov 2016, JP-5 Flow Meter Coast Guard Technical Publication (TP) 3241A, SWBS 593, Jun 2011, Vacuum Sewage System Coast Guard Technical Publication (TP) 3485C, SWBS 583, Sept 2013, Single Point Boat Model D5700CT Coast Guard Technical Publication (TP) 4931, Aug 2009, FCX Systems Precision Frequency Converters Coast Guard Technical Publication (TP) 9051, SWBS 436, Mar 2015, Fire Alarm Control Panel –NFS-320/E/C and LCD2-80 Coast Guard Technical Publication (TP) 9142, Nov 2016, Meter – Model M-5-2 Direct Drive Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2018, General Requirements for Drawing Preparation Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2018, Overhaul AC Electrical Motors Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, 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), F1508, 2010, 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) 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, 2017, Standard Specification for Valve Label Plates Commercial Item Description (CID) A-A-59316, 2003, Abrasive Materials for Blasting Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone 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-61, 2003 Edition, Pressure Testing of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-S-22698, Aug 2002; Steel Plate, Shapes and Bars, Weldable Ordinary Strength and Higher Strength: Structural The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP-1), 2015, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 3, (SSPC-SP-3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) 2006, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning 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)
| 2 |
| N |
| Way-Wolff Boiler Model No. 5848-14E |
| NSN: 4410-01-230-8024 |
| 2 ea. |
| 15,250.00 |
| 5 |
| Y |
| Single Point Davit Assembly, Allied D5700CT |
| NSN: 2030-01-476-6301 |
| 1 ea. |
| 104,887.55 |
| 6 |
| N |
| Sewage Discharge Pump |
| NSN: 4320-01-273-9350 |
| 2 ea. |
| 4,719.00 |
| 6 |
| N |
| Sewage Vacuum Transfer Pump |
| NSN: 4320-01-519-3163 |
| 2 ea. |
| 4,719.00 |
| 11 |
| N |
| GEA Westfalia BilgeMaster-E 500 Clean Design |
| PN: WSE 5-01-037 |
| 1 ea |
| 76,640.00 |
| 11 |
| N |
| Booster Pump Control Panel |
| PN: BCP11-0.5-D-L1-E2-POL-PRL-DSP |
| 1 ea |
| 2,950.00 |
| 12 |
| Y |
| 400 HZ Power Supply |
| PN: PFC010-40-FN |
| 1 ea. |
| 30,084.00 |
| 13 |
| N |
| JP-5 Flow meter, Meter |
| NSN: 6680-01-658-6663 |
| 1 ea. |
| 3,100.00 |
| 13 |
| N |
| Counter Rotating, Register |
| NSN: 6680-01-439-2365 |
| 1 ea. |
| 388.00 |
| 14 |
| N |
| 30 inch x 30 inch Raised Watertight Hatch, Steel, (Raised 12 inch coaming, 18 inch Scuttle (hinge fwd)) |
| NSN: 2040-01-LG4-3660 |
| 1 ea. |
| 5,390.00 |
| 14 |
| N |
| 46 inch x 42 inch Raised Watertight Hatch, Steel, (Raised 12 inch coaming, 25 inch Scuttle (hinge fwd)) |
| NSN: 2040-01-LG4-3661 |
| 1 ea. |
| 5,390.00 |
| 19 |
| N |
| Boiler feedwater pump |
| NSN: 4320-01-389-4381 |
| 2 ea. |
| 4,341.48 |
| 22 |
| N |
| MDE JW Seal Kit |
| NSN: 2930-01-602-8570 |
P/N: 10-1AEW SEAL
| 2 ea. |
| 1,250.00 |
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 |
This section is not applicable to this package.
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. |
00000_0220_FLT
REC_00000_FLT_Commercial Project @ CG Facility (1212) General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
Coast Guard Drawings None Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Other References None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:
· Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to four Coast Guard fire watch personnel.
· Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 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.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).
3.5.6 Additional Requirements. The Contractor shall be aware of the following:
3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.
3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.
3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.
3.6 Local Policy. None.
3.7 SFLC Standard Specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content:
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.
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 |
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
| DATE & TIME |
| ACTIVITY (Surface preparation, primer coat, barrier coat, top coat, etc…) |
| LOCATION (Frame & Deck, relation to equipment, etc.) |
| TEMPERATURE |
| % REL. HUMID-ITY |
| DEW PT. |
| SURFACE |
| AMBIENT |
| ΔT |
| DP - Surface |
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
| 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
Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile
Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here
Reading (mils):
Reading (mils):
Reading (mils):
Place Surface Profile
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 |
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
| 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).
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Location of Work (incl. frame #’s) |
| Area (sqft) |
SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.
| Date |
| Test Locations |
| Conductivity (Microsiemens/CM) |
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
| Vessel Name |
| Hull # |
| Work Item # |
| Work Item Title |
| Coating Mfg |
| Product Name |
| Batch # |
| Induction 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 |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
Location (Frame Reference):
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| Overall Avg. DFT |
| ADJUSTMENTS |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
Location (Frame Reference):
| SPOT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| Overall Avg. DFT |
| ADJUSTMENTS |
| Avg. BMR |
| Deviation |
| Before Adjustments |
| After Adjustments |
Avg.
| Application Method (Airless, Conventional Spray, Rolled) |
| Average DFT |
| Name of QP-1/NACE Inspector |
| Signature |
| Cert. # |
| Date / Time |
51490_1119_210_270 REC_51490_210_270_210’ WMEC ‘A’ Class (ALL) (0418) WORK ITEM 1: Chill Water System, Clean And Flush
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and flush the Chill Water and Heat System.
1.2 Government-furnished property.
None.
2. REFERENCES
Coast Guard Drawings Coast Guard Drawing 618 WMEC 512-007, Rev D, Ventilation Diagram Main Deck Coast Guard Drawing 618 WMEC 514-001, Rev G, Diagram: Heating and Chilled Water System Coast Guard Drawing 618 WMEC 514-002, Rev G, Arrgt of Chilled & Hot Water System Inside MS Coast Guard Drawing 618 WMEC 514-003, Rev 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 Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Other References None
3. REQUIREMENTS
3.1 General. The Contractor shall refer to Coast Guard Drawing listed in Section 2 (References), as guidance in accomplishing this work item.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:
· Piping and hoses
· FCU Flow Control valve(s) (remove prior to clean and flush)
· Bulkheads
· Deck plating and associated framing
· Heat exchangers
· Electrical cables
· Thermal insulation.
3.1.5 The Contractor shall provide temporary cooling for CIC, Radio, IC Gyro, and ECC. The Contractor shall submit a detailed plan for providing this temporary cooling for approval to the COR 72 hours prior to Arrival Conference.
NOTEs Doors to secure spaces cannot be left open to accommodate portable ducting.
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 Operational test, initial. Prior to commencement of work, the Contractor shall 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 System draining. The Contractor shall drain all existing fluid from the Chill Water and Heat System. Dispose of removed fluids in accordance with all Federal, state, and local regulations.
3.4 Coil unit line-up. Prior to commencement of system flushing, the Contractor shall ensure that all fan coil units are lined-up to the system, with the assistance of the Coast Guard Inspector.
3.5 Cleaning plan. The Contractor shall establish a plan for cleaning the Chill Water and Heat Piping System as shown on Coast Guard Drawings 618 WMEC 512-007, 618 WMEC 514-001, 618 WMEC 514-002, 618 WMEC 514-003, and 618 WMEC 514-004; list the step by step procedures necessary to ensure that all foreign debris is removed from the piping system while simultaneously protecting all installed equipment.
CAUTION!
Ensure evaporator plate cooler is isolated from all flushing procedures! If this is not done, the fluid and sediment will enter the plates, ultimately resulting in a frozen cracked shell.
3.5.1 Procedure requirements. Ensure that the procedure includes the following:
· Methods of cleaning.
· All safety precautions required during cleaning operations.
· List of qualified personnel who will operate machinery or handle chemicals.
· Locations in the chill water piping where cleaning will take place, and any additional fittings necessary.
· Sequence of each location that ensures all piping sections will be cleaned and all foreign debris removed.
3.5.2 Plan submittal. Submit the written plan to the COR for approval at least 48 hours prior to commencing cleaning operations.
3.6 Flushing operations. Upon approval of the plan, the Contractor shall proceed with the flushing of the piping system, as follows:
3.6.1 Clean all system strainers and valves.
3.6.2 Flush all chill/hot water piping with a system manufacturer recommended flushing fluid until all visible dirt, grit, flux and other contaminants are removed from the system. Ensure that 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 verification of piping and FCU cleanliness.
3.6.3 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.
3.7 System refilling. Upon completion of all cleaning and flushing operations, the Contractor shall refill the system in accordance with above-referenced Coast Guard drawings (see Section 2). The Contractor shall ensure that the renewed system water quality is equivalent to the cutter’s potable water system. The Contractor shall measure the system pH value. Submit a CFR documenting that the pH value is not conducive to corrosion.
3.8 Flushing media requirements. The Contractor shall ensure that the cleaning and flushing media does not cause any damage to the Chill Water and Heat System.
3.9 Operational test, post repairs. After completion of work, the Contractor shall 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.
3.10 Temporary Berthing. The Contractor shall provide temporary duty section berthing in accordance with SFLC Std Spec 8365, paragraph 3.3.4.
4. NOTES
This section is not applicable to this work item.
51700_0719_210WMEC
WORK ITEM 2: Boilers, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to renew both ship's service boiler assemblies; including shell, tubes, associated valves and burner assembly located in the Engine Room.
1.2 Government-furnished property.
| MTI |
| ITEM DESCRIPTION |
| NSN/PN |
| QTY |
| ESTIMATED COST |
($/UNIT)
| N |
| Way-Wolff Boiler Model No. 5848-14E |
| NSN: 4410-01-230-8024 |
| 2 ea. |
| 15,250.00 |
2. REFERENCES
Coast Guard Drawings Coast Guard Bill of Materials 618 WMEC 11, Rev J, 3rd Dk, 2nd Dk, Main Dk, 02 Dk & Bridge Dk Pltg & Supports Coast Guard Bill of Materials 618 WMEC 61, Rev J, Arr. Stm., Feed & Conds. Sys. Piping
Coast Guard Drawing 618 WMEC 131-001, Rev M, 2nd & Main Deck Plating & Supports Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room 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 535-004, Rev-, Split Pipe Drain Duct for Boiler Overboard Disch Coast Guard Drawing 618 WMEC 601-001, Rev H, Outboard Profile Coast Guard Drawing 618 WMEC 601-002, Rev B, Inboard Profile Coast Guard Drawing 618 WMEC 601-003, Rev K, General Arrangement – Second and Third Decks Coast Guard Drawing 618 WMEC 601-004, Rev K, General Arrangement – Main & 01 Deck NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary Hull Accesses Coast Guard Technical Publication (TP) 2188, Jun 2018, Steam Heating Boiler - Model 5848-14E Other References ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates
3. REQUIREMENTS
3.1 General. The Contractor shall renew designated ship's service boiler assembly(s) (including shell, tubes, associated valves (including blow-down valve) and burner assembly (Way-Wolff steam boiler, Model 5848-14E) with a Government-furnished Way-Wolff boiler assembly. Refer to TP 2188 and the applicable Coast Guard drawing(s) listed in Section 2 (References) for guidance.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:
· Fuel oil piping
· Steam piping
· Condensate piping
· Insulation
· Metal sheathing
· Handrail
· Stanchions
· Deck frames and grating
· Wiring brackets
· Ducting
· Transformers
· Demineralizer
· System fluids, steam and chemical additives
· Bilge piping.
3.2 Temporary access openings. With express permission of the KO via submission of a CFR and in accordance with SFLC Std Spec 8636, the Contractor may perform all work required to cut open and close temporary access openings to facilitate accomplishment of the work specified herein.
3.3 Additional structural supports. When ship’s structure is removed as an interference or is otherwise temporarily modified to facilitate repairs, the Contractor shall maintain existing structural integrity of the ship by installing temporary supports equivalent to those temporarily modified or removed. These temporary supports shall be approved by the COR prior to removing or modifying ship’s structure via CFR. Pay particular attention to structure supporting the Ship Service generators. Restore to original configuration after completion of work.
3.4 Boiler removal. The Contractor shall accomplish the following for the designated boiler assemblies:
3.4.1 Disconnect all piping, insulation, sheet metal wrap, exhaust ductwork, and accessories in way of boiler removal.
3.4.2 Crop out, remove, and dispose of the existing boiler assembly, including shell, tubes and burners.
3.5 Inspection. The Contractor shall visually inspect the associated ship’s service boiler piping, foundations, exhaust ductwork, and electrical wiring for corrosion and deterioration. Submit CFR.
3.6 Foundation surface preservation. The Contractor shall prepare and coat the boiler foundation surfaces, including all adjacent structural members, in accordance with SFLC Std Spec 0000 and SFLC Std Spec 6310; using the coating system specified for “Machinery, Interior (Machinery, Steel, Operating Temperatures Over 200oF Surfaces)” in SFLC Std Spec 6310, Appendix B (Cutters and Boats Interior Painting Systems). Select finish/top coat color to match existing adjacent surfaces.
3.7 New boiler installation. The Contractor shall accomplish the following for the designated boiler assemblies:
3.7.1 Rig in the new Government-furnished Way-Wolff boiler assembly through the same route used for removing the old boiler.
3.7.2 Assemble and install the Government-furnished Way-Wolff boiler and accessories to original configuration using TP 2188 as guidance. Weld the new boiler shell onto its foundation in accordance with the requirements of SFLC Std Spec 0740.
3.7.3 Fabricate and install new flanges to suit the existing exhaust duct flange. Minor modifications to the exhaust port may be required to facilitate a proper fit in the machinery space. Submit a CFR.
3.7.4 Prior to shipboard installation and again after installation, hydrostatically test the new boiler and associated piping in accordance with SFLC Std Spec 0740 in the presence of the Coast Guard Inspector. Plug all external holes on the boiler; hydrostatically test the water side with clean fresh water for 15 minutes. Notify the Coast Guard Inspector 24 hours prior to testing. Be aware that no leakage or permanent deformation of pressure-containing parts is permissible. Repair all leaks and discrepancies found. Submit a CFR for each test.
CAUTION
Historically, it has been necessary for Contractors to provide and weld install three 4-inch to varying size reducer fittings into each boiler to accomplish the hydrostatic test.
-Base the test pressure and relief settings on the designated boiler’s pressure rating, as INDICATED ON THE NAMEPLATE. For bidding purposes, assume boiler is rated for 30 psi steam and 30 psi water in accordance with TP 2188 and the above-referenced Coast Guard drawings. When accomplishing actual pressure test and relief valve setting adjustment, DO NOT ASSUME boiler to be rated 30 psi for steam. Some boilers in the fleet are rated at 15 psi for steam and 30 psi for water.
NOTE
Boiler burner assembly igniter gaps are not preset from the factory, and must be set and verified in accordance with TP 2188 prior to attempting any operational tests.
Excessive igniter gaps can result in soot damage to the diffuser cone and poor boiler performance.
NOTE
Wiring arrangements may vary between vessels.
3.7.5 Accomplish all piping installation and restoration in accordance with the welding and testing requirements of SFLC Std Spec 0740.
3.7.5.1 Reconnect/reinstall all piping. Renew the following piping.
· Up to 6 linear feet of 1 ¼ inch piping and associated fittings
· Up to 2 linear feet of 1 inch piping and associated fittings
3.7.5.2 Renew boiler shell insulation. Install outer sheet metal wrap and exhaust ductwork to their original configuration. Renew all disturbed piping insulation and thermal blankets.
3.7.5.3 Renew all disturbed gaskets and fasteners. Set boiler relief valve at 2 psi above max operating pressure (per boiler dataplate). Renew the following associated valves for each designated boiler:
· 1 ¼” gate valve
· 1 ¼” solenoid valve
· 1 ¼” check valve
· 1 ¼” ball valve
3.7.5.4 If a Change Request is released and approved by the KO, the Contractor shall install new insulation material over the exposed designated steam piping surfaces, including associated pipe hangers, valves, fittings, and flanges, in accordance with details in NAVSEA Drawing 804-5959214; select appropriate insulation materials and thicknesses for the application and temperature ranges specified in ASTM F683, Tables S1.1, S1.2, and S1.4. Paint the newly installed insulation system, in accordance with SFLC Std Spec 6310, using the system specified for “Insulation Surfaces, Fiberglass Sheet/Closed Cell PVC Foam” in Appendix B (Cutter and Boat Interior Paint Systems).
3.8 System flushing. Upon completion of pipe renewal tasks, the Contractor shall accomplish the following tasks:
3.8.1 Flush all new and disturbed with clean fresh water for five minutes. Ensure that flushing fluid is directed to move scale and foreign debris away from installed machinery to prevent possible damage upon operational testing.
3.8.2 Dispose of flushing fluid in accordance with all applicable Federal, state, and local regulations.
3.9 Hydrostatic test. After all authorized repairs, the Contractor shall hydrostatically test all new and disturbed piping and components in accordance with SFLC Std Spec 0740, 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
3.10 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)
NOTE
The Contractor shall not drain any fluids into the bilges during the performance of this work item. All fluids shall be drained and disposed of in accordance with all applicable Federal, state, and local regulations.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.11 Operational test, post repairs. After completion of work, the Contractor shall 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.
· New boiler system including all associated valves.
· New burners properly adjusted in accordance with manufacturer's instructions.
· All new and disturbed components.
3.12 Label installation, nameplate. The Contractor shall furnish and install a nameplate label onto the valves and pressure vessel; and shall ensure each nameplate is made of the melamine type material with either engraved black letters on white background or white letters on black background, or metal photo type material with black letters photographically sealed onto an aluminum surface.
4. NOTES
4.1 Ship check. Due to numerous interferences and limited accessibility for the removal and installation of the boilers, all prospective bidders are strongly encouraged to perform a ship check…
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