SOURCES SOUGHT
J -- FY 16 DOCKSIDE REPAIRS FOR USCGC CUTTYHUNK(WPB-1322) - SPECS
- Notice Date
- 4/14/2016
- Notice Type
- Sources Sought
- NAICS
- 336611
— Ship Building and Repairing
- Contracting Office
- Department of Homeland Security, United States Coast Guard (USCG), USCG Surface Forces Logistics Center (SFLC) Procurement Branch 1, 300 East Main Street, Suite 600, Norfolk, Virginia, 23510-9102, United States
- ZIP Code
- 23510-9102
- Solicitation Number
- HSCG80-16-S-P45G20
- Point of Contact
- Shean E. Mohammed, Phone: 7576284957
- E-Mail Address
-
shean.e.mohammed@uscg.mil
(shean.e.mohammed@uscg.mil)
- Small Business Set-Aside
- N/A
- Description
- SPECS USCGC CUTTYHUNK (WPB 1322) SPECIFICATION FOR DOCKSIDE REPAIRS FY2016 Developed By: James E Beechey (Rev-0, 04 April 2016) TABLE OF CONTENTS Revisions Record iii Consolidated List of References iv Consolidated List of Government-furnished Property vi Consolidated List of Critical Inspection Items vii Principal Characteristics viii General Requirements 1 WORK ITEM 1: Grey Water Holding Tank(s), Clean and Inspect 11 WORK ITEM 2: Grey Water Piping, Clean and Flush 15 WORK ITEM 3: Tanks (Aft Grey Water), Preserve "100%" 19 WORK ITEM 4: Temporary Services, Provide - Cutter 22 WORK ITEM 5: Ship Service Diesel Generator(s) (John Deere), Renew 25 WORK ITEM 6: Deck Covering, (Carpeting), Renew (CSMP 2016004) 30 WORK ITEM 7: Hull, Structural Closures, Renew (CSMP 2016005) 33 WORK ITEM 8: Port Lights, Renew (CSMP 2016-008) 37 WORK ITEM 9: Sea Strainers (Duplex) STBD MDE, Renew 39 WORK ITEM 10: Structural, Athwart Ship's Passageway, Repair 42 WORK ITEM 11: Structural Closure, QAWTD Windows, Reseal 45 WORK ITEM 12: Vane Axial Fan/Motor Assembly, Renew 47 WORK ITEM 13: Sewage Piping, Clean And Flush 50 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 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 - as follows: • MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm • Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp • Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications: • American Welding Society (AWS): http://www.awspubs.com/index.php • ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/ • NFPA: http://www.nfpa.org • SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace COAST GUARD DRAWINGS Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details Coast Guard Drawing 110B WPB 085-012, Rev B, Booklet of General Plans Coast Guard Drawing 110B WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 110 WPB 183-003, Rev B, Generator Foundations Modifications Coast Guard Drawing 110 WPB 201-003, Rev -, Machinery Arrangement Coast Guard Drawing 110 WPB 259-002, Rev -, Genset Exhaust Piping System Coast Guard Drawing 110 WPB 320-001, Rev D, Ships Service Power 1-Line Diagram Coast Guard Drawing 110B WPB 256-003, Rev -, Main Engine Sea Water Cooling Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110B WPB 521-001, Rev H, Firemain Piping Arngt Details Coast Guard Drawing 110B WPB 526-001, Rev M; Scuppers & Deck Drains Piping Arrangement Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details Coast Guard Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Layout Coast Guard Drawing 110B WPB 621-400, Rev E, Joiner Work dets-Superstuct Coast Guard Drawing 110B WPB 635-001, Rev D, Linings & Insulation Plan & Details COAST GUARD PUBLICATIONS Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 3988, Sept 2011, Manufacturer's Instruction Book - SWBS Group 311, Ships Service Diesel Generator Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses OTHER REFERENCES ASTM D2000-08 Standard Classification System for Rubber Products in Automotive Applications ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Institute of Electrical and Electronic Engineers (IEEE), Standard 45, 2002, Recommended Practice for Electrical Installations on Shipboard International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-PRO-160, Jan 2011, Chapter 16, Cofferdams Naval Ships Systems Command Drawing 803-2145518, Rev G, Sprayshields for Mechanical Joints Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, 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) 5 Y John Deere Genset Port engine NSN: 6115-01-539-8540 1 ea. 44,433.00 5 Y John Deere Genset Starboard engine NSN: 6115-01-540-3513 1 ea. 44,901.00 5 N 110' Soft Patch Kit NSN: 2040-01-469-1629 1 ea. 1,700.00 5 N **Engine Resilient Mount NSN: 5340-01-597-0654 4 ea. 169.70 5 N **Generator Resilient Mount NSN: 2990-01-597-3399 4 ea. 169.70 7 N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Right Hand Door NSN: 2040-01-294-3545 1 ea. $2,039.17 7 N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Left Hand Door NSN: 2040-01-304-3609 1 ea. $1,778.77 9 Y Kraissl 4" duplex strainer NSN: 4730-01-173-1413 PN 72-48F 1 ea. 4,700.00 12 N Vane Axial Fan NSN: 4140-01-394-8607 1 ea. 7,050.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter 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 3.2.6.5 (Inspection report particulars)): Work Item Title This section is not applicable to this package. PRINCIPAL CHARACTERISTICS 110' WPB (B-CLASS) PHYSICAL Length overall 110' 0" or 113' if stern flap present Length between perpendiculars 104' 1/2" Depth 10' 1/2" Beam, molded 21' 3" Depth, molded N/A Full load draft 6' 5-3/4" Height of highest projection 55' Full load displacement 165 long tons Anchor 150 lb Danforth with 450 ft. 3" nylon rope Shore tie voltage requirements 450VAC 400A 3PH, 60Hz ungrounded HULL Hull BS-4360, GR 43A Steel Main weatherdeck & superstructure 5086 Aluminum Alloy Frame spacing Various Bulkheads Seven watertight transverse Fin stabilizers Frame 22-1/2 MACHINERY Main propulsion Two Paxman Type 16 RP200M (Valenta) V-16 Diesel; 2880 BHP each @ 1500 RPM (max) Reduction gears Two ZF Model BW 1500 reversible reduction gearboxes; 1.839:1 ratio Number of propellers 2 Number of blades 5 Diameter of bropeller 49.6" Pitch 61.4" Rpm N/A Shaft AQUAMET 17 Shaft diameter 4" Shaft seal Johnson Duramax split face seal Shaft bearings Rubber Cutless or Thordon Rudders Twin underslung type, 5 sq ft each Ship's service generators Two Northern Lights (John Deere), Type M1066A1.11CGP diesel; 130KW, 460V, 60Hz, 3-phase, 3-wire @ 1800 RPM TANK Fuel oil (95%) 9,306 gal. Fresh water (100%) 940 gal. Lubricating oil (95%) 109 gal. 00000_0316_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), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, 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 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment. 3.2.1 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 fire watch personnel and fire extinguishers for the duration of the availability period. 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 NDI 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 _________ (Status will be provided to contractor upon award of contract). 3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following: • Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater. • National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges. • Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants. 3.5.2 Test and procedures. The Contractor 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 2014 Edition Standard Specifications and supersede published content: 3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures. 3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%". 3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add "The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating" 3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED-STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235'. 3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3: SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)". 3.7.2 SFLC Standard Specification 0000 General Requirements. 3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions', page 5, "PCL (Paint Containing Lead)" definition replaced by, "Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL." 3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, "Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements))." to "Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements))." 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 mfgr. CHECKPOINT 3 - AMBIENT CONDITIONS Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s). Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s). Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr. CHECKPOINT 4 - PRE-SURFACE PREPARATION Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1. Verify equipment setup, blast media, and surface preparation methods match designated test coupon. CHECKPOINT 5 - SURFACE PREPARATION Verify environmental conditions (see CHECKPOINT 3). Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2...). Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area. Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces). CHECKPOINT 6 - PRIMER COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Verify proper mixing and stand-in (induction) times. Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried. Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s). Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT. Brush out all runs, sags, drips, and puddles. Perform visual inspection for holidays and other defects. CHECKPOINT 7 - STRIPE COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Ensure overcoating window is as per manufacturer's instructions. After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT). CHECKPOINT 8 - TOP COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Ensure overcoating window is as per manufacturer's instructions. Verify proper mixing and stand-in (induction) times, as applicable. Verify wet film thickness at random, to prevent under or over application. Brush out all runs, sags, drips, and puddles. CHECKPOINT 9 - FINAL INSPECTION Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area. Ensure that system cure is in accordance with manufacturer's recommendation for intended service. Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment. For immersion coatings (including tank U/W body), record date and time of the following events: Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____ CHECKPOINT 10 - RECORD KEEPING Complete, sign, and submit all provided QA Inspection Forms. NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME 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 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 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 1 AVG. BMR DEVIATION 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. LOCATION (FRAME REFERENCE): SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS 1 AVG. BMR DEVIATION 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. LOCATION (FRAME REFERENCE): SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS 1 AVG. BMR DEVIATION 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY, ROLLED) AVERAGE DFT NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME 59301_0914_FLT REC_59301_FLT_110' WPB ‘B' Class (ALL) (0914) WORK ITEM 1: Grey Water Holding Tank(s), Clean and Inspect 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s): TABLE 1 - TANKS TYPE OF TANK LOCATION CAPACITY - 95% (Gallons)Aft Grey Water 3-28-0-W 144 Fwd Grey Water (uncoated SS tank) 3-23-0-W 80 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements OTHER REFERENCES ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets 3. REQUIREMENTS 3.1 General. The Contractor shall refer to Coast Guard Drawing 110B WPB 528-002 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. 3.1.3.1 Plug all inlet and outlet piping in the tank(s) to prevent contaminants from entering. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings. Maintain a plug accountability log outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or forgotten inside at tank closure. Submit this log to the Coast Guard Inspector after completion of work item. 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 following: • Piping. • Pump(s). • TLI. • Suction bell. • Sewage ejector. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.2 Operational test - general. 3.2.1 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 Service disruption. When grey water is disrupted due to contractor repairs, the Contractor shall refer to SFLC Standard Spec 0000 par 3.2.11 to provide required temporary facilities. 3.4 Cleaning. The Contractor shall accomplish the following for the tank(s) listed in paragraph 1.1 (Intent): 3.4.1 Content removal. Remove and dispose of all contents, fluids, and/or residues in accordance with all applicable Federal, state, and local regulations 3.4.2 Cleaning requirements. Remove manhole cover(s). Clean all tank structure's interior surfaces free of all foreign materials, sediment, and sludge. Remove all persistent residues, taking care not to damage the tank coating system. Remove cleaning media and residues continuously from the tank during the washing process. Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Collect, contain, and dispose of all wash media, residues, and cleaning materials in accordance with all Federal, state, and local regulations. Clean all tank vent lines. Remove and clean the eductors and level switches inside of the tank(s). Reinstall the eductors and level switches upon completion of tank cleaning. Use new gaskets and o-rings to install/reinstall all removed/disturbed components. 3.5 Inspection. The contractor shall visually inspect all interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit the Tank and Void Inspection Form, and a CFR including the following, as applicable: • Tank structural condition. • Inaccessible areas. • Condition of tank coating, including measurements taken, percentage, location, and type of coating failure. • Tank level indicator (TLI), vacuum and/or float switch condition. • Suction and discharge piping and vent line condition. • Fastener material and condition. • Zinc anode condition (remaining percentage). 3.6 Control Panel Assembly. The Contractor shall open and vacuum clean the control panel assembly. Inspect the control panel assembly for any indications of overheating or loose wiring or connections. Submit a CFR 3.7 Closing. The Contractor shall notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector, and completion of all authorized repairs, close the manhole cover(s) with new gasket material conforming to ASTM D1330. 3.7.1 The Contractor shall renew up to 10% of missing or damaged nuts and washers. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.8 Operational test - general. 3.8.2 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. 3.8.1 The Contractor shall adjust the set point on each of the vacuum pressure switches (as applicable) to the set points noted previously. 3.8.2 The Contractor shall verify operation of the low and high level switches/alarms and that the pumps cycle from lead to lag status during operation. Demonstrate proper operation of tank TLIs to prove satisfactory operating condition. 3.8.3 Upon completion of testing and, in the presence of the Coast Guard Inspector, the Contractor shall pump tank(s) to the limit of the ship's installed pumps. 4. NOTES This section is not applicable to this work item. 59320_0814_FLT REC_59320_FLT_110' WPB ‘B' Class (ALL) (0615) WORK ITEM 2: Grey Water Piping, Clean and Flush 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to clean the grey water piping system. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110B WPB 526-001, Rev M; Scuppers & Deck Drains Piping Arrangement Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements OTHER REFERENCES ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems 3. REQUIREMENTS 3.1 General. The Contractor shall clean and flush approximately 250 linear feet of grey water piping, using the cutter specific drawing listed in section 2 (References). 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. 3.1.3.1 Protect non affected vessel's equipment, components, and spaces during surface and coating application procedures as specified in SFLC Std Spec 0000 paragraph 3.3.3 (Vessel component, space, and equipment protection). 3.1.3.2 Abide by all applicable environmental protection task, as specified in SFLC Std Spec 0000 Appendix A, (Requirements for Environmental Protection). 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 following: • Grey water pumps. 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 Contamination prevention. The Contractor shall take all precautions to prevent contamination of personnel and spaces in accordance with all applicable Federal, state, and local regulations. 3.4 Cleaning plan. The Contractor shall establish a plan for cleaning the designated piping system, listing the step by step procedures necessary to ensure that all foreign debris is removed from the piping system. The Contractor shall accomplish the following: CAUTION Although the Coast Guard prefers pressurized water as the cleaning fluid, the Contractor may propose chemical cleaning as an alternative, providing that the proposed chemical cleaning agent conforms to DOD-STD-2187 (where applicable), is environmentally safe, and pre-approved by the COR. Due to the fact that system piping has historically been difficult to clean by pressure washing only, chemical cleaning is usually required to successfully complete the cleaning process. The Contractor shall submit a MSDS to the COR for all chemicals proposed for use. 3.4.1 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 (see paragraph 3.4.3 (Personnel qualification) herein). • Locations in the grey 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. 3.4.2 Plan submittal. Submit the written plan to the COR for approval at least 48 hours prior to commencing cleaning operations. CAUTION The Contractor shall be aware multiple turns and elbows are present in this piping system, which may hinder cleaning operations. The Contractor shall install additional access points as necessary. Include anticipated access points in plan submittal (see paragraph 3.4.2). 3.4.3 Personnel qualification. The Contractor shall ensure that personnel accomplishing this work are qualified and experienced in operating the pressurized water system and handling the chemicals. For each operator/cleaning technician, submit documentation of applicable experience and training obtained within the last twelve months along with the Cleaning Plan. 3.4.4 Cleaning operations. Upon approval of the plan, the Contractor shall proceed with cleaning all Horizontal and Vertical runs, grease traps, valves, fittings, and other pipe components in their entirety from the most logical pipe clean out connection points that are within the reach of the cleaning apparatus, such that the cleaning head will have the ability to enter the cleaning insertion point and extend beyond the outlet cleaning connection point, providing visual confirmation that the pipe length has been cleaned in its entirety. 3.5 Clean and flush. The Contractor shall clean and flush approximately 250 linear feet of grey water system piping, shown on Coast Guard Drawings 110B WPB 501-001, 110B WPB 526-001 and 110B WPB 528-001. 3.5.1 Pumps and valves. The Contractor shall replace system tank valve(s) with temporary spool piece(s). Visually inspect system pumps and valve(s), and submit a CFR. Upon completion of work, reinstall the removed tank valve(s) with new gaskets. 3.5.2 Cleaning. The Contractor shall continue cleaning until all of the following conditions are met: • All visible calcium carbonate deposits, solid deposits and build-up are removed from the pipe walls. • Discharge water from the piping being cleaned is free of all visible scale and deposits. 3.5.3 Waste disposal. The Contractor shall dispose of all cleaning fluids and debris in accordance with all applicable Federal, state, and local regulations. Remove all unused chemicals from USCG property immediately upon completion of work item. Do not drain any fluids (including fresh water) into any space, bilge, or exterior location. 3.6 Gasket renewal. The Contractor shall reinstall all removed valves and fittings with new gasket material conforming to ASTM D1330. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.7 Operational test - post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the affected piping system to be in satisfactory operating condition. Submit a CFR. 3.8 Leak test. After all system components are reinstalled, the Contractor shall test all disturbed piping for leaks, as follows: • Plug all system openings (except the highest) and fill system with water to the point of overflow. Ensure that the water level does not go down (without adding any water) for sufficient time to inspect the entire system (no less than 15 minutes). • Closely monitor the system for leaks. Repair all leaks detected. • Repeat test and inspection until no leaks are detected. • Submit CFR. 3.9 Inspection. The Contractor shall inspect the piping interior using a borescope in the presence of the COR, to verify that all solid deposits visible to the unmagnified eye have been removed. Continue the cleaning process until all visible solid deposits are removed from the pipe walls. Submit a CFR. 4. NOTES This section is not applicable to this work item. 63110_0811_110WPB REC_59301_FLT_110' WPB ‘B' Class (ALL) (0914) WORK ITEM 3: Tanks (Aft Grey Water), Preserve "100%" 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to prepare and preserve 100% of the following tank(s): TABLE 1 - TANKS TYPE OF TANK LOCATION CAPACITY - 95% (Gallons) Aft Grey Water 3-28-0-W 144 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses OTHER REFERENCES None 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor 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 be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences): • Pump. • Framing. • Tight working area. • Deck plates. • Piping. 3.1.5 Temporary access openings. Due to limited access to work areas, the Contractor may, with express permission of the KO (via submission of a CFR), cut access holes to facilitate accomplishment of the work specified herein. Perform all work required to open and close the access openings in accordance with SFLC Std Spec 8636. NOTE Requirements for tank opening and closing, content disposal, and inspection are covered in the clean and inspect item. 3.2 Surface preservation. The Contractor shall accomplish the following tasks for the tank listed in paragraph 1.1 (Intent): 3.2.1 Remove and retain the tank manhole cover(s). 3.2.2 Prepare and coat all (100%) tank interior surfaces (including internal surfaces of manhole cover(s), manhole cover hull ring(s) extending outward to the weld line that ties the hull ring into the tank plating on the tank exterior), using the system specified for "Tanks and Voids (Grey Water, Sewage, and CHT Tanks), Option I", in SFLC Std Spec 6310, Appendix B (Cutters and Boat Interior Paint Systems). Select finish/top coat color to match existing. 3.2.3 Prepare and coat all manhole cover external surfaces to match existing adjacent surfaces, using the system specified for "Decks, Metal Interior and Non-Skid Areas (Steel and Aluminum Decks - Wet Areas, Food Preparation Areas, Exit Areas, and Areas Subject To Condensation)", in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). 3.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for "critical-coated surfaces). NOTE Surfaces being preserved are considered "critical-coated surfaces". 4. NOTES This section is not applicable to this work item. 86350_1114_FLT REC_86350_FLT_110 WPB ‘B' Class (ALL) (1110) WORK ITEM 4: Temporary Services, Provide - Cutter 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the Cutter, during the performance of this availability. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services OTHER REFERENCES None 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor 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). 3.2 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635. TABLE 1 - SERVICE SELECTION *SUB-PARAGRAPH TITLE Y/N 3.3.1 Office space Y 3.3.2 Telephone/Data Service as required by section 2 (references) Y 3.3.3 Parking Y 3.3.4 Duty section berthing: _1_ male, _1_ female. Duty section berthing shall be provided for the entire duration of the availability, during disruption of berthing areas. Y 3.3.5 Electrical power (including all requirements in associated sub-paragraphs) Y 3.3.6 Hull grounding straps (not applicable when cutter is waterborne) Y 3.3.7 Compressed air (including all requirements in associated sub-paragraphs) Y 3.3.8 Hazardous material/hazardous waste disposal (see Tables 2 and 3 below) Y 3.3.9 Heavy lift equipment: _5_day(s)/or __ hour(s)} Y 3.3.10 Water supply Y 3.3.10.1 Potable water: UNLIMITED gallons per day, at 35 psig.} Y 3.3.10.2 Hot-circulating water Y 3.3.10.3 Cooling water Y 3.3.10.4 Firemain system (including all requirements in associated sub-paragraphs) Y 3.3.11 Steam (including all requirements in associated sub-paragraphs) N 3.3.12 Refuse disposal Y 3.3.13 Sewage and grey water disposal (including all requirements in associated sub-paragraphs) Y 3.3.14 Storage - General (including all requirements in associated sub-paragraphs): Y 3.3.14 Dry stores. Y 3.3.14 Paint and flammable stores. Y 3.3.14 Refrigerated stores. Y 3.3.15 Small boat storage (including all requirements in associated sub-paragraphs) Y *Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635. TABLE 2 - HAZARDOUS WASTE DISPOSAL - LIQUIDS (GALLONS) PAINT THINNERS ENGINE COOLANT BILGE WATER 0 5 50 TABLE 3 - HAZARDOUS WASTE DISPOSAL - SOLIDS OILY FILTERS OILY RAGS (LBS) EMPTY 1-GAL CONTAINER* EMPTY 5-GAL CONTAINER* EMPTY 55-GAL CONTAINER* 22 10 10 3 2 *Previously housed hazardous materials. 3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period. 4. NOTES This section is not applicable to this work item. 31100_ENV_1013_110WPB WORK ITEM 5: Ship Service Diesel Generator(s) (John Deere), Renew 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew the port and starboard ships service diesel generators, including diesel engines. 1.2 Government-furnished property. MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST ($/UNIT) Y John Deere Genset Port engine NSN: 6115-01-539-8540 1 ea. 44,433.00 Y John Deere Genset Starboard engine NSN: 6115-01-540-3513 1 ea. 44,901.00 N 110' Soft Patch Kit NSN: 2040-01-469-1629 1 ea. 1,700.00 N **Engine Resilient Mount NSN: 5340-01-597-0654 4 ea. 169.70 N **Generator Resilient Mount NSN: 2990-01-597-3399 4 ea. 169.70 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110 WPB 183-003, Rev B, Generator Foundations Modifications Coast Guard Drawing 110 WPB 201-003, Rev -, Machinery Arrangement Coast Guard Drawing 110 WPB 259-002, Rev -, Genset Exhaust Piping System Coast Guard Drawing 110 WPB 320-001, Rev D, Ships Service Power 1-Line Diagram COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Coast Guard Technical Publication (TP) 3988, Sept 2011, Manufacturer's Instruction Book - SWBS Group 311, Ships Service Diesel Generator OTHER REFERENCES Institute of Electrical and Electronic Engineers (IEEE), Standard 45, 2002, Recommended Practice for Electrical Installations on Shipboard Naval Ships Systems Command Drawing 803-2145518, Rev G, Sprayshields for Mechanical Joints 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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): • Deck plates. • Switch Gear. • Bilge framing. • Exhaust piping & insulation. • Silencers. • Bulkhead insulation. • Piping. • Ladders. • SSDG drain pan. 3.2 Requirements. The Contractor shall accomplish the following in accordance with (TP) 3988, the drawings listed in Section 2 (REFERENCES), and as follows. 3.2.1 Electrical installation conformance. The Contractor shall perform all electrical installations in accordance with IEEE 45. 3.2.2 Welding. The Contractor shall accomplish all welding and related processes in accordance with SFLC Std Spec 0740. 3.2.3 Return of removed equipment. The Contractor shall prepare and package the removed engine/generator assemblies for shipment and turn over to the PA as an MTI item. 3.2.4 Requirements for test performance. The Contractor shall prepare and submit to the COR for approval, all test procedures, operational demonstrations, and a schedule of tests for all equipment as designated in this work item. Ensure that set up and tests are conducted on individual equipment and on installed systems to demonstrate that all equipment and systems function as required by manufacturer and vessel. Submit a CFR. 3.3 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel test all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Demonstrate proper operation of diesel generator overspeed trips, under speed, and reverse power relays, in accordance with IEEE-45 and TP 3988. Submit a CFR. 3.4 Inspection - visual. The Contractor shall visually inspect all Government-furnished equipment, including removed equipment and accessories being reused, for any damage and deterioration. Submit a CFR. 3.5 Removal. The Contractor shall accomplish the following for each of the existing ship service generator sets: 3.5.1 Drain and dispose of all lube oil, fuel oil, and coolant in accordance with all applicable federal, state, and local regulations. 3.5.2 Disconnect and remove the ship service generator sets and mounts including all associated hardware, wiring and components, as required. Mark all piping and wiring connections appropriately to ensure correct installation of the new generator sets. 3.6 Installation. The Contractor shall accomplish the following: 3.6.1 Install and align GFE diesel generator sets, including isolation mounts, and reinstall all associated hardware and components. Use applicable Coast Guard Drawings listed in Section 2 (REFERENCES) and (TP) 3988 as guidance. 3.6.2 Verify the "total indicated runout" between the engine flex plate and the generator input shaft is in accordance with the (TP) 3988. Confirm the air gaps between the PMA and the exciter are within the allowable tolerances in the (TP) 3988. Submit a CFR. 3.6.3 Renew all flexible joints and hose clamps between each SSDG and the associated piping. 3.6.4 Reconnect all previously disconnected piping and wiring to the new GFE generators. 3.6.5 Renew spray shields around each fuel or oil system mechanical piping joint affected by this work item (approximately 6 unions per generator) as shown on Naval Ships Systems Command Drawing 803-2145518. 3.7 Fluid restoration. The Contractor shall accomplish the following in accordance with manufacturer's recommendations and instructions: 3.7.1 Prior to adding system fluids, provide the product data sheet to the Coast Guard Inspector for verification that the correct product is being used. 3.7.2 In the presence of the Coast Guard Inspector, refill and top off each diesel engine's liquid levels. 3.8 Final restoration. After inspection, reinstall cables, hardware, and other components previously removed into the previously existing configuration. 3.9 Preservation. All new and disturbed surfaces shall be prepared and preserved in accordance with SFLC Std Spec 6310. Renew all previously removed insulation with equivalent. 3.10 Tests. The Contractor shall accomplish the following in the presence of the COR and submit a CFR: 3.10.1 Engine test run-in. The Contractor shall set idle speed, mechanical speed and operating speed, in accordance with the manufacturer's specifications. Check for proper instrument readings, leaks, unusual noise or vibration and correct any discrepancies. 3.10.2 Insulation test. The Contractor shall test insulation of all new and modified circuits and equipment after installation. Ensure that values are temperature corrected, recorded in an approved format and submitted for approval to the COR. 3.10.3 Overspeed trips and reverse power relays test. Demonstrate proper operation of diesel generator overspeed trips, under speed, and reverse power relays, in accordance with IEEE-45 and TP 3988. 3.10.4 Safety and alarm devices test. Demonstrate proper operation of all safety and alarm devices and systems, in accordance with IEEE-45 and (TP) 3988. 3.10.5 Pre-connection test. Check insulation resistance of the generators circuit breakers (phase-to-phase and line-to-load) prior to connection using a megger. Operate each circuit breaker "ON" and "OFF" several times to exercise the circuit breaker and ensure that mechanical linkages are free. Record all values. 3.10.6 Post-connection test. Accomplish the following: Ensure all bus and cable connections are secure. Test insulation resistance of all completed circuits using a megger, in accordance with manufacturer's instructions and (TP) 3988. Record all values. 3.10.7 Power verification test. Contractor shall verify that both diesel generators will produce rated power; and demonstrate the sharing and transfer of loads, in accordance with manufacturer's recommendations. 3.10.8 Leak test. After all authorized repairs of mechanical (i.e. threaded, bolted, etc.) joints, the Contractor shall perform an operational test of the disturbed piping systems using the system fluid at normal operating pressure. Be aware that no visible leakage or deformation is acceptable. Repair all leaks and discrepancies found. Submit a CFR. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.10.9 Operational test. The Contractor shall demonstrate to the COR that the new Government-furnished diesel generator sets and associated systems are properly installed, calibrated, connected, and secured to meet or exceed all of the operational criteria in accordance with manufacturer's instructions and (TP) 3988. All automatic control and shutdown operations shall be fully demonstrated. Correct all defects and retest. 3.10.10 Field test. After completion of initial start-up and system checks, the Contractor shall perform a field test in the presence of the Coast Guard Inspector to demonstrate the proper operation of the new generator system. Notify the COR at least two business days prior to conducting this test. 4. NOTES 4.1 Coast Guard personnel. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests. S16_004_63410_ENV_0316_1322 WORK ITEM 6: Deck Covering, (Carpeting), Renew (CSMP 2016004) 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew the interior deck covering system (carpeting) in compartments 2-11-0-L and 2-28-0-L. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems OTHER REFERENCES None 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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: • Lockers. • Racks. • Ladder. 3.2 Deck covering renewal. The Contractor shall perform all tasks specified in SFLC Std Spec 6341 and herein, to install a new covering system in the location specified in Table I. TABLE I - DECKING SYSTEM PARTICULARS LOCATION AREA (*SQFT) DECK MTL (A/S**) SYSTEM/APPENDIX (SFLC STD SPEC 6341) ***COVE BASE SYSTEM COLOR 2-11-0-L Fwd Berthing 30 S Carpeting, Single Loop Pile Yes:_X_ No :__ Blue 2-28--0-L Aft Berthing 75 S Carpeting, Single Loop Pile Yes:_X_ No :__ Blue *Approximated. **Note: A = Aluminum; S = Steel. ***See SFLC Std Spec 6341 for definition of cove base. 3.3 Visual inspection. After surface preparation, the Contractor shall visually inspect the exposed deck top surfaces for metal fatigue, corrosion, and all other irregularities. Submit CFR. 3.4 Ultrasonic thickness (UT) measurement. Not Applicable. 3.5 Carpeting requirements. The Contractor shall procure carpeting of the following construction type, for installation: "Single Cut Pile (52 Oz. Per Sq. Yd. Pile)" 4. NOTES 4.1 Sources for carpeting procurement. Carpeting meeting the requirements specified in SFLC Std Spec 6341, Appendix E may be procured from the following sources: NAME CONTACT INFORMATION Marine Carpet Sales 803-254-9970 http://www.marinecarpetsales.com/marine-carpet-products.cfm Continental Flooring Company (800) 825-1221; (410) 750-2614 Don Freeman (410) 336.2403 Fleming and Sheely (410) 483-5350 Professional Carpet Sales and Interiors (800) 845-6106 S16_005_16700_ENV_0316_1322 WORK ITEM 7: Hull, Structural Closures, Renew (CSMP 2016005) 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew the port and starboard QAWTD (01-20-1 and 01-20-2) as shown below. CLOSURE IDENTIFICATION LOCATION DESCRIPTION QAWTD 01-20-3 Pilot House Weather Deck Access 4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Right Hand Door QAWTD 01-20-2 Pilot House Weather Deck Access 4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Left Hand Door 1.2 Government-furnished property. MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST ($/UNIT) N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Right Hand Door NSN: 2040-01-294-3545 1 ea. $2,039.17 N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Left Hand Door NSN: 2040-01-304-3609 1 ea. $1,778.77 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Layout COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning 3. REQUIREMENTS 3.1 General. The Contractor shall accomplish the following tasks using SFLC Std Spec 0740, NAVSEA Drawing 7379842 and Coast Guard Drawings listed in Section 2 (References) as guidance. 3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s): None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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). 3.2 Pre-work inspection. The Contractor shall perform the following pre-work inspections using the general notes, listed in Section 1 of NAVSEA Drawing 7379842 as guidance. Submit a CFR: • Inspect the Government-furnished hatch assembly prior to installation to detect any manufacturer discrepancies, shipping damage or storage damage. • Perform a taught wire check of the combing to demonstrate that the hatch is not warped. 3.3 Removal. The Contractor shall crop, remove, and dispose of the designated structural closures (including the associated frames for door/hatch assemblies) listed in paragraph 1.1 Intent. 3.3.1 Inspect the mounting structure for straightness with straight edge or string, see figure 5A in NAVSEA Drawing 7379842 for guidance. Submit CFR. 3.4 Installation. The Contractor shall install the new Government-furnished structural closure(s) and assemblies in place of the removed. Perform all necessary checks and modifications described in NAVSEA Drawing 7379842 to ensure a proper fit. Perform in-process taught wire checks to monitor the hatches/door(s) combing for warp-age. Provide and install new gaskets and fasteners, and drain lines as applicable, with the new installations. 3.4.1 Perform a post-work taught wire checks to confirm that the hatches/door(s) were not warped during installation. NOTE Closure securing latches, both integral to the closure or mounted to the ship's structures, may require modification or relocation to achieve proper functionality. These modifications include, but are not limited to, relocating securing latch fixtures, adjusting the position of the closure, or the fabrication and installation of a new securing device. Relocation and modification of securing latches will be at the direction of the COR. 3.5 Preservation. The Contractor shall prepare and coat the surfaces of all installed items identified in Table 1 of this work item, and all disturbed surfaces to match existing adjacent area, in accordance with Table II and as determined by the surface material to be preserved. Refer to Table II below: TABLE II - SURFACE PREPARATION AND COATING PREPARATION COATING SURFACE STEEL ALUMINUM STEEL ALUMINUM DOOR EXTERIOR/ SCUTTLE TOP SSPC-SP10/NACE No. 2, using grit conforming to MIL-A-22262 (1.5 to 2.5 mil anchor profile) -Or- SSPC-SP 11 (1.0 mil anchor profile) Brush blast to bare metal with clean, fine aluminum oxide, garnet or equivalent inert material conforming CID A-A-59316, Type I & IV (1.0-1.5 mil anchor profile). -Or- Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination. SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems) DOOR INTERIOR/ SCUTTLE BOTTOM SSPC-SP 11 (1.0 mil anchor profile) Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination. SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems) "Door, Joiner, Option I" NOTE Do not paint knife-edges, gaskets, or any moving parts; including dogs, nuts, wedges, spindles, yokes, packing, connecting rods and hinge pins. 3.6 Closure check. The Contractor shall demonstrate 100 percent gasket contact and proper dog operation by means of a chalk test for each renewal. Ensure that initial contact between gasket and knife edge occurs throughout extent of gasket before final securing of dogs, and without use of excessive closing force. If the mark on the gasket is not uniform, adjust as necessary to achieve uniform contact and retest. Submit a CFR. 3.7 Operational test. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove all closure securing latches to be in satisfactory operating condition. In addition, ensure the following: • Closures are properly secured, so as to prevent accidental or unintentional movement. • Securing latches adequately engage closures and positively lock into place without excessive force or manipulation by the operator. 3.8 Boundary testing. The Contractor shall perform a chalk test and water hose test on all items identified in Table 1 of this work item in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR. 4. NOTES This section is not applicable to this work item. S16_008_62510_ENV_0316_1322 WORK ITEM 8: Port Lights, Renew (CSMP 2016-008) 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew two port lights, one each, in the CO and XO's Staterooms, compartments (1-19-4-L and 1-21-2-L). 1.2 Government-furnished property. None 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES ASTM D2000-08 Standard Classification System for Rubber Products in Automotive Applications 3. REQUIREMENTS 3.1 General. 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 following: • False bulkhead panels. • Bulkhead insulation. • Window flashing. • Racks. • Electrical wiring/lighting. 3.2 Port light renewal. The Contractor shall renew 2 Contractor-furnished marine port lights, located in compartments (1-19-4-L and 1-21-2-L) as designated by the COR. 3.2.1 The Contractor shall clean and inspect the exposed area around the window frames for damage and deterioration. Inspect the material condition of the bulkhead insulation for water damage. Submit a CFR. 3.2.2 The Contractor shall furnish, fit, and install new neoprene mounting gaskets of durometer hardness A60 conforming to ASTM D2000 BC 6 for each window. Reinstall all windows, back to their original configuration using new 316 stainless steel mounting hardware. 3.3 Boundary test, water hose. The Contractor shall inspect and perform a water hose test of all affected boundaries in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR. 3.4 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.) 4. NOTES This section is not applicable to this work item. S16_003_52041_ENV_0316_1322 WORK ITEM 9: Sea Strainers (Duplex) STBD MDE, Renew 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew the Starboard MDE Duplex Sea Strainer. 1.2 Government-furnished property. MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST ($/UNIT) Y Kraissl 4" duplex strainer NSN: 4730-01-173-1413 PN 72-48F 1 ea. 4,700.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 256-003, Rev -, Main Engine Sea Water Cooling Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110B WPB 521-001, Rev H, Firemain Piping Arngt Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-PRO-160, Jan 2011, Chapter 16, Cofferdams ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric 3. REQUIREMENTS 3.1 General. 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 following: • Deck plates and grating. • Piping and hoses. • Piping brackets. • Associated sea valve and waster pieces 3.1.5 Cofferdam. The Contractor shall fabricate and install a cofferdam in accordance with UWSH S0600-AA-PRO-160. 3.1.5.1 Prior to cofferdam installation, provide the KO with individual diver certification documentation that each diver is trained and experienced in accordance with UWSH S0600-AA-PRO-160, Appendix E. NOTE A cofferdam is any device preventing water intrusion during maintenance and/ or repairs; including a plug, patch or containment structure. 3.1.5.2 Maintain double-valve protection (two boundaries) using two of the following: • Sea chest valve. • Internal blank-off. • External cofferdam, patch or plug. 3.1.5.3 After all work is complete, turn over fabricated cofferdam(s) to the Coast Guard Property Administrator for disposition. 3.2 Remove. The Contractor shall secure, isolate, and remove the starboard MDE sea strainer using Coast Guard Drawing listed in section 2 as reference. Renew all gaskets with material conforming to ASTM D1330 of the same size and configuration as those gaskets removed. Renew all hardware with nickel-copper alloy (monel) fasteners. 3.3 Renew. The Contractor shall renew the starboard MDE sea strainer with the Government-furnished strainer using Coast Guard Drawing 110B WPB 256-003 as reference. 3.4 Leak test. After completing all authorized repairs, the Contractor shall test the seawater system's operation using the system fluid at normal operating pressure. Ensure zero visible leakage from or deformation of mechanical parts by repairing all leaks and discrepancies. Submit a CFR. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.5 Surface preservation, 100% interior. The Contractor shall perform 100% preservation in accordance with SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems) on the following interior surfaces: • Sea strainer surfaces. • All adjacent structural members. 3.5.1 Preparation method. The Contractor shall prepare interior surfaces using system specified for "Bilges, Cofferdams and Forepeaks, Steel, Option II". 3.5.2 Coating method. The Contractor shall apply finish/top coat color to interior surfaces as follows: match existing adjacent surfaces. Do not paint packing glands, valve stems, threads, and similar working surfaces. 4. NOTES This section is not applicable to this work item. S16_007_63000_ENV_0316_1322 WORK ITEM 10: Structural, Athwart Ship's Passageway, Repair 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to inspect, repair and preserve the athwart ship's passageway deck, port side. 1.2 Government-furnished property. None 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawings 110B WPB 085-012, Rev B; Booklet of General Plans Coast Guard Drawings 110B WPB 131-001, Rev J; Deck Construction Plan Coast Guard Drawings 110B-WPB 621-400, Rev E; Joiner Work Dets-Superstruct (Superst Bhd Lyout) Coast Guard Drawings 110B-WPB 635-001, Rev D; Linings & Insulation Plan & Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES None 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor 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 following: • False bulkhead panels. • Bulkhead insulation. • Piping/hand rails. • Ventilation ductwork. • Electrical wiring. 3.2 Deck repairs - general. The concerned work area is the Athwarthship Aft Passageway - portside. The area is located at approximate frame(s) 22 - 23. See the Figure 1" Athwartship Aft Passageway, Looking to Port" in paragraph 4.1 for details. 3.2.1 Metal renewal. The Contractor shall crop and renew approximately (2 sqft) of aluminum deck plating using SFLC Std Spec 0740 and 110B WPB 131-001, as designated by the COR. 3.3 Joiner panels. The Contractor shall renew all damaged using Coast Guard Drawing 110B-WPB 621-004 as reference. 3.4 Insulation. The Contractor shall renew approximately 10 sqft of bulkhead insulation using Coast Guard Drawings 110C-WPB 635-001 as reference. Install new insulation along the aft bulkhead from the port QAWTD towards the starboard QAWTD, along the common bulkhead with the fan space and engine room. 3.5 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.) 4. NOTES 4.1 Figure of bulkhead panel. FIGURE 1. ATHWARTSHIP AFT PASSAGEWAY, LOOKING TO PORT S16_005_16700_ENV_0316_1322 WORK ITEM 11: Structural Closure, QAWTD Windows, Reseal 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to reseal the windows on the port and starboard QAWTD (01-20-1 and 01-20-2). CLOSURE IDENTIFICATION LOCATION DESCRIPTION QAWTD 01-20-3 Pilot House Weather Deck Access 4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Right Hand Door QAWTD 01-20-2 Pilot House Weather Deck Access 4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Left Hand Door 1.2 Government-furnished property. None 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Layout COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES ASTM D2000-08 Standard Classification System for Rubber Products in Automotive Applications 3. REQUIREMENTS 3.1 General. 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 following: • Windows/glass. 3.2 Gasket renewal. The Contractor shall carefully remove the QAWTD windows and retain for reuse. 3.2.1 The Contractor shall clean and inspect the exposed area around the window and gasket area for damage and deterioration. Submit a CFR. 3.2.2 The Contractor shall furnish, fit, and install new neoprene mounting gaskets of durometer hardness A60 conforming to ASTM D2000 BC 6 for each window and reinstall all windows back to their original configuration. 3.3 Boundary test, water hose. The Contractor shall inspect and perform a water hose test of all affected boundaries in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR. 3.4 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.) 4. NOTES This section is not applicable to this work item. S16_006_51310_ENV_0316_1322 WORK ITEM 12: Vane Axial Fan/Motor Assembly, Renew 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to renew the Port Fan Space (1-23-2-Q) Vane Axial Fan and Motor Assembly. 1.2 Government-furnished property. MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST ($/UNIT) N Vane Axial Fan NSN: 4140-01-394-8607 1 ea. 7,050.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation 3. REQUIREMENTS 3.1 General. 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 following: • Louvers. • Fasteners. • Electrical wiring. • Vibration dampers. 3.1.5 Operational test, general - initial. Prior to commencement of work, the Contractor shall witness a test of existing operational condition by performing pre-operational tests of all items or shipboard devices to be disturbed, used, repaired, or altered, as listed. Submit a CFR. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.2 Fan motor assembly - renew. The Contractor shall renew the port fan space - fan/motor assembly with the Government-furnished fan/motor assembly, as designated by the Coast Guard Inspector. 3.2.1 Reinstall the fan/motor assembly into its associated fan space, using new rubber vibration dampers, gaskets and resilient mounts, as applicable in the ductwork; restore all ductwork to original condition and configuration, upon completion of dynamic balancing. 3.2.2 Dynamic balancing and documentation. Dynamically balance the rotating elements along with associated equipment as a unit, (Fan blade and motor installed and in casing), in accordance with ISO 2953. Submit a written balance report. 3.3 Operational test, post-repair. After completion of work and in the presence of the Coast Guard Inspector, the Contractor shall 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. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.4 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.) 4. NOTES This section is not applicable to this work item. 59321_1015_FLT REC_59320_FLT_110' WPB ‘B' Class (ALL) (0615) WORK ITEM 13: Sewage Piping, Clean And Flush 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to clean the sewage piping system, approximately 200 linear feet. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110B WPB 526-001, Rev M; Scuppers & Deck Drains Piping Arrangement Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements OTHER REFERENCES ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems 3. REQUIREMENTS 3.1 General. The Contractor shall clean and flush approximately 200 linear feet of sewage system piping, shown on Coast Guard Drawings 110B WPB 501-001, 110B WPB 526-001, and 110B WPB 528-002. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Store all toilets in a safe location and install suitable coverings over the toilets to prevent damage and debris contamination during the performance of work. Upon completion of work, remove protective material and inspect for damage and contamination. Clean all equipment, contaminated due to improper protection, 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: • Sewage pumps • Toilets • Flexible joints on sewage pump • Piping systems • Machinery • Cableways • Restricted access 3.2 Contamination prevention. The Contractor shall take all precautions to prevent contamination of personnel and spaces in accordance with all applicable Federal, state, and local regulations. 3.3 Personnel qualification. The Contractor shall ensure that personnel accomplishing this work are qualified and experienced in operating the pressurized water system and handling the chemicals. For each operator/cleaning technician, submit documentation of applicable experience and training obtained within the last twelve months along with the Cleaning Plan (see paragraph 3.5.2 (Plan Submittal)). 3.4 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. 3.5 Cleaning plan. The Contractor shall establish a plan for cleaning the designated piping system, listing the step by step procedures necessary to ensure that all foreign debris is removed from the piping system. CAUTION Although the Coast Guard prefers pressurized water as the cleaning fluid, the Contractor may propose chemical cleaning as an alternative, providing that the proposed chemical cleaning agent conforms to DOD-STD-2187 (where applicable), is environmentally safe, and pre-approved by the COR. Due to the fact that system piping has historically been difficult to clean by pressure washing only, chemical cleaning is usually required to successfully complete the cleaning process. Submit a MSDS to the COR for all chemicals proposed for use. 3.5.1 Procedure requirements. The Contractor shall 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 (see paragraph 3.3 (Personnel qualification) herein). • Locations in the sewage 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. The Contractor shall submit the written plan to the COR for approval at least 48 hours prior to commencing cleaning operations. 3.5.3 Cleaning operations. Upon approval of the plan, the Contractor shall proceed with cleaning all horizontal and vertical runs, tank suction and recirculation pipes/bells and transitions, valves, fittings, sewage ejector horn, and other pipe components/features in their entirety from the most logical pipe clean out connection points that are within the reach of the cleaning apparatus' reach, such that the cleaning head will have the ability to enter the cleaning insertion point and extend beyond the outlet cleaning connection point, providing visual confirmation that the pipe length has been cleaned in its entirety. 3.6 Clean and flush. The Contractor shall clean and flush approximately 200 linear feet of sewage system piping, shown on Coast Guard Drawings 110B WPB 501-001, 110B WPB 526-001 and 110B WPB 528-001. 3.6.1 Pumps and valves. Replace system tank valve(s) with temporary spool piece(s). Visually inspect system pumps and valve(s); and submit a CFR. Upon completion of work, reinstall the removed tank valve(s) with new gaskets. 3.6.2 Cleaning. Continue cleaning until all of the following conditions are met: • All visible calcium carbonate deposits, solid deposits and build-up are removed from pipe walls. • Discharge water from the piping being cleaned is free of all visible scale and deposits. 3.6.4 Inspect the piping interior using a borescope in the presence of the COR, to verify that all solid deposits visible to the unmagnified eye have been removed. Continue the cleaning process until all visible solid deposits are removed from the pipe walls. 3.7 Waste disposal. The Contractor shall dispose of all cleaning fluids and debris in accordance with all applicable Federal, state, and local regulations. Remove all unused chemicals from USCG property immediately upon completion of work item. Do not drain any fluids (including fresh water) into any space, bilge, or exterior location. 3.8 Gasket renewal. The Contractor shall reinstall all removed valves and fittings with new gasket material conforming to ASTM D1330. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 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. 3.9.1 Leak test. After all system components are reinstalled, the Contractor shall test all disturbed piping for leaks, as follows, and submit a CFR: • Plug all system openings (except the highest) and fill system with water to the point of overflow. Ensure that the water level does not go down (without adding any water) for sufficient time to inspect the entire system (no less than 15 minutes). • Closely monitor the system for leaks. Repair all leaks detected. • Repeat test and inspection until no leaks are detected. 4. NOTES This section is not applicable to this work item.
- Web Link
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FBO.gov Permalink
(https://www.fbo.gov/spg/DHS/USCG/COUSCGMLCA/HSCG80-16-S-P45G20/listing.html)
- Place of Performance
- Address: CG Base Seattle, 1519 Alaskan Way, SEATTLE, Washington, 98134, United States
- Zip Code: 98134
- Zip Code: 98134
- Record
- SN04084354-W 20160416/160414234711-f5214265958606b48796b6fa088b0d9a (fbodaily.com)
- Source
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FedBizOpps Link to This Notice
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