Attachment_(2)_Replacement_file_for_SPECIFICATION_CGC_KISKA_DD_REV0_dtd_17OCT17.pdf

USCGC KISKA (WPB 1336)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2018

Developed By: Sean D Erickson

(Rev-0, 17 October 2017)

USCGC KISKA (WPB-110B) DRYDOCK AVAILABILITY FY2018

ii (Rev-0)

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 WORK ITEM 1: Ship Service Diesel Generator (Cat), Renew WORK ITEM 2: Tank (Potable Water), Preserve “100%” WORK ITEM 3: Drydock WORK ITEM 4: Temporary Services, Provide - Cutter WORK ITEM 5: Sea Trial Performance, Support, Provide WORK ITEM 6: Cradle Assembly, Transport iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at 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 085-002, Rev 1, Docking Plan

Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan, Docking/Lifting Cradle (110-WPB, 110B-WPB, 110C-WPB)

Coast Guard Drawing 110 WPB 085-012, Rev A, Docking & Lifting Cradle Arrangements & Details

Coast Guard Drawing 110 WPB 085-014, Rev-, Bolted Docking/Lifting Cradle for Transport

Coast Guard Drawing 110 WPB 085-016, Rev-, Lifting ARTGT & Spreader Bar Details

Coast Guard Drawing 110 WPB 183-001, Rev -, Generator Resilient Mount Installation

Coast Guard Drawing 110 WPB 201-003, Rev -, Machinery Arrangement

Coast Guard Drawing 110 WPB 320-001, Rev D, Ships Service Power 1-Line Diagram

Coast Guard Drawing 110B WPB 085-12, Rev D, Booklet of General Plans (Supersedes 110B-WPB-085-

7)

Coast Guard Drawing 110B WPB 183-001, Rev C, Generator Foundations

Coast Guard Drawing 110B WPB 259-002, Rev D, Genset Exhaust Piping System

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 3220, May 1993, 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 http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-0)

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 8634 (SFLC Std Spec 8634), 2014, Drydocking

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

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects

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 vi (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 Y Caterpillar Genset

Assy

NSN: 611501F101739 1 ea. 27,000.00

1 N Engine Resilient

Mount

NSN: 5340015970654

PN: 50231

2 ea. 158.00

1 N Generator Resilient

Mount

NSN: 2990015973399

PN:50232

2 ea. 138.14

1 N 110' Soft Patch Kit NSN: 2040014691629 1 ea. 1,700.00

3 Y *Transducer Cover

Plate

N/A 1 ea. 50.00

6 Y *Docking/Lifting

Cradle

N/A 1.ea. 100,000.00

*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 vii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5

(Inspection report particulars)):

Work

Item Title

This section is not applicable to this package.

viii (Rev-0)

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 propeller 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 Caterpillar Type 3304BT diesel; 99KW, 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.

1 (Rev-0)

00000_1216_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s 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.

2 (Rev-0)

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

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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

Contractor Operated (Non USCG) Facilities, as applicable, 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.

3.5.2 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, 3 (Rev-0) 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 A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

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 (Rev-0)

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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 |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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:

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

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

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

31100_DFM_1015_110WPB

WORK ITEM 1: Ship Service Diesel Generator (Cat), Renew

1. SCOPE

1.1 Intent. This work item describes the requirement for the Contractor to renew (1) Government-furnished 99KW ships service diesel generator, including diesel engine.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PART NO. QTY

ESTIMATED

COST

($/UNIT)

Y Caterpillar Genset Assy NSN: 611501F101739 1 ea. 27,000.00

N Engine Resilient Mount

NSN: 5340015970654

PN: 50231

2 ea. 158.00

N Generator Resilient Mount

NSN: 2990015973399

PN:50232

2 ea. 138.14

N 110' Soft Patch Kit NSN: 2040014691629 1 ea. 1,700.00

*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 110 WPB 183-001, Rev -, Generator Resilient Mount Installation

Coast Guard Drawing 110B WPB 183-001, Rev C, Generator Foundations

Coast Guard Drawing 110 WPB 201-003, Rev -, Machinery Arrangement

Coast Guard Drawing 110B WPB 259-002, Rev D, 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 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

12 (Rev-0)

Coast Guard Technical Publication (TP) 3220, May 1993, 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. 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. Clean all equipment and spaces, contaminated due to improper protection, 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):

Deck plates.

Switch Gear.

Bilge framing.

Exhaust piping & insulation.

Silencers.

Bulkhead insulation.

Piping.

Ladders.

SSDG drain pan.

Soft Patch.

3.2 Requirements. The Contractor shall accomplish the following in accordance with (TP) 3220, all drawings listed in Section 2 (References) and as follows.

13 (Rev-0)

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 assembly for shipment and turn over to the PE 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 an operational pre-test (by Coast Guard personnel) of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Demonstrate proper operation of diesel generator overspeed trip, under speed, and reverse power relay, in accordance with IEEE-45 and TP 3220. Submit a CFR.

3.4 Inspections. The Contractor shall accomplish the following, and submit a CFR:

3.4.1 Inspect equipment. 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 set:

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 set and mount; all associated hardware, wiring and components as required. Be sure to 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 Government-furnished diesel generator set, including isolation mounts and reinstall all associated hardware and components. Use Coast Guard Drawings 110 WPB 183-002, 110C WPB 259-002, 110C WPB 320-001, and (TP) 3220 as guidance.

3.6.2 Check the “total indicated runout” between the engine flex plate and the generator input shaft in accordance with the (TP) 3220. Also confirm that the air gaps between the PMA and the exciter are within the allowable tolerances in the (TP) 3220. 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 generator.

14 (Rev-0)

3.6.5 Spray shields. The Contractor shall renew spray shields around each fuel or oil system mechanical piping joint affected by this work item (approximately 6 unions for each 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 In the presence of the Coast Guard Inspector, refill and top off each diesel engine liquid levels.

3.7.2 Prior to adding system fluids the Contractor shall provide the product data sheet to the Coast

Guard Inspector for verification that the correct product is being used.

3.8 Final restoration. The Contractor shall, 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 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 trip and reverse power relay. Demonstrate proper operation of diesel generator overspeed trip, under speed, and reverse power relay, in accordance with IEEE-45 and TP 3220.

3.10.4 Safety and alarm devices. Demonstrate proper operation of all safety and alarm devices and systems, in accordance with IEEE-45 and (TP) 3220.

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) 3220. Record all values.

3.11 Power verification. 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.

15 (Rev-0)

3.12 Leak test. After all authorized repairs of mechanical (i.e. threaded, bolted, etc.) joints, the

Contractor shall perform an operational test of the salt water cooling system and jacket water system 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.

3.13 Operational and field test. The Contractor shall demonstrate to the COR the new diesel generator sets and associated systems are installed, calibrated, connected, and secured to meet or exceed all of the operational criteria in accordance with manufacturer’s instructions and (TP)

3220. All automatic control operations shall be fully demonstrated. Correct all defects and retest.

(See (4.1 Equipment operation.)).

3.13.1 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 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests.

16 (Rev-0)

63110_POTWTR_PARTIAL_0914_110

REC_12314_FLT_110’ WPB ‘B’ Class (ALL) (1016)

WORK ITEM 2: Tank (Potable Water), Preserve “100%”

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to prepare and 100% preserve the following tanks:

TABLE 1 - TANKS

TYPE OF

TANK

LOCATION CAPACITY

- 95%

(GALLONS)

LOW

SUCTION

(GALLONS)

Potable Water 3-12-1-W 470 25

Potable Water 3-12-2-W 470 25

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 110B WPB 085-12, Rev D, Booklet of General Plans (Supersedes

110B-WPB-085-7)

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

17 (Rev-0)

OTHER REFERENCES

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects

American National Standards Institute/American Water Works Association

(ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

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).

3.1.5 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.

3.2 Tank content removal. The Contractor shall remove and dispose of all tank contents in accordance with all applicable Federal, State, and local regulations. The Contractor shall notify the Dockmaster prior to filling or draining the potable water tank(s).

3.3 Surface preservation. The Contractor shall refer to Coast Guard Drawing 110B WPB 085-12 for guidance. The Contractor shall remove and retain the tank manhole cover(s). Prepare and coat the designated tank interior surfaces, using the system specified for "Tanks and Voids

(Potable Water Tanks)" in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting

Systems). Power tool clean all affected surfaces to “bare metal”, in lieu of using abrasive blasting; and feather edges of existing intact coating to the prepared areas, in order to provide a smooth transition with the new paint. Select finish/top coat color to match existing adjacent surfaces.

3.3.1 The Contractor shall ensure drying between coats shall be no less than 48 hours at a minimum temperature of 21°C (70°F). Heated air shall be used if necessary to maintain the

18 (Rev-0) proper temperature. Ventilation shall be a continuous airflow with a minimum of one complete air change every four (4) hours. Ventilation shall be placed at the lowest point in the tank to reduce solvent pressure and prevent solvent entrapment in the coating.

3.3.2 The Contractor shall ensure fully coated tanks are cured in accordance with the manufacturer’s instructions for NSF/NEHC certification under the same conditions before being filled.

NOTE

Typical curing times are at least 7 days, and range up to 14 days, depending on the paint selected and environmental conditions.

3.3.3 The Contractor shall ensure freshly painted potable water tanks are rinsed at least twice with freshwater before being disinfected and put into service.

3.4 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”.

3.5 Inspection. After surface preparation and before coating application, the Contractor shall visually inspect all interior surfaces, including, but not limited to:

Bulkheads.

Floor and overhead plating.

Structural condition.

Inaccessible areas.

Structural members.

Manhole cover surfaces.

Fasteners and gasket seating surfaces.

Tank level indicator (TLI).

Sounding tube and striker plate condition.

Vent piping condition.

Suction/discharge piping condition.

Submit a CFR.

3.6 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of the tasks specified above. Notify the COR at least 24 hours prior to closing the tank(s). Inspect the tank for foreign objects/materials, tools, and debris. Visually inspect all tank suctions/discharge pipes, suction screens, foot valves, and vent lines for obstructions such as rags or temporary plugs. After satisfactory inspection and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to ANSI/NSF 61. Renew all stud cotton grommets (as applicable) upon reinstallation of manhole cover(s). After satisfactory inspection by the COR and after all authorized repairs, accomplish the following:

Reinspect all TLIs, as applicable, to verify proper operation. Submit a CFR.

19 (Rev-0)

Close tank manhole cover(s) with new gasket material conforming to ANSI/NSF 61 and new cotton stud grommets (as applicable).

3.6.1 The Contractor shall renew 100% of nylon insert/nylock nuts and washers.

This section is not applicable to this work item.

20 (Rev-0)

86340_0617_FLT

REC_86340_FLT_110 WPB ‘B’ Class (ALL) (0517)

WORK ITEM 3: Drydock

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to drydock the vessel, undock the vessel, and perform various drydocking-related tasks.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

Y *Transducer Cover Plate N/A 1 ea. 50.00

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

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 110 WPB 085-002, Rev 1, Docking Plan

Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan, Docking/Lifting Cradle

(110-WPB, 110B-WPB, 110C-WPB)

Coast Guard Drawing 110 WPB 085-012, Rev A, Docking & Lifting Cradle

Arrangements & Details

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

3. REQUIREMENTS

3.1 General.

21 (Rev-0)

3.1.1 CIR.

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 Key personnel. The Contractor shall determine key personnel and require their presence during all drydocking phases.

3.3 Docking requirements. The Contractor shall perform drydock and undock in accordance with

SFLC Std Spec 8634, using the cradle provided as Government Furnished Property 110 WPB

085-012, as applicable (see “NOTES” under paragraph 3.4.2)..

3.4 Cutter conditions. The Contractor shall use the Full Load Condition, listed below for purposes of performing Pre-Award calculations as described in Appendix A (Requirements for

Calculations) of SFLC Std Spec 8634.

Displacement (LT): 169.65.

VCG (FT ABL): 8.93.

LCG (FT aft of amidships): 5.15.

Length Over All (FT): 110.0.

Length of supported keel (FT): NA

3.4.1 Cable, sling, or strap tension calculation. If the Contractor plans to use a vertical lift, crane, or travel/mobile lift to haul out the vessel, the Contractor shall submit the cable, sling, or strap tension calculation specified in Table A1 and paragraph A2.7.2.7 of SFLC Std Spec 8634 with the Pre-Award calculations, using the loading condition specified in paragraph 3.2.1.

3.4.2 Blocking. The Contractor shall facilitate docking the vessel in block position by arranging keel and side blocks and ensuring minimum block heights as shown on the vessel's docking plan.

22 (Rev-0)

TABLE 1 - BLOCKING

POS

BLOCK HEIGHT ABOVE

DOCKING FACILITY DECK

STEEL

PLAT

E

SITUATION

AWARENES

S

FIN

STABILIZER

S

ADDITIONA

L

Minimu m

Rudder

Remova l

Propelle r

Remova l

2 18" NA NA NA NA NA None

Notes:

The GFE cradle provided for drydock in Guam is detailed in CG

Drawing 110 WPB-085-012.

There is a discrepancy between the SFLC STD Spec 8634 and the CG

Drawing 110WPB-085-010 and 110WPB-085-010 concerning drydock block thickness. SFLC STD Spec 8634 requires a minimum thickness of 2 inches, while the drawing has the block thickness at 1.5 inches.

The Contractor shall disregard the 1.5-inch thickness shown on the drawing, and use the 2-inch thickness as specified in SFLC STD Spec

8634.

3.5 Pre-award calculations. The Contractor shall provide to the KO a set of pre-award calculations, as described in SFLC Std Spec 8634 Appendix A.

3.5.1 The Contractor shall provide vertical side/bilge block offsets for any side blocks placed in a location where vertical offsets are not already defined by the docking plan.

3.5.2 The Contractor shall submit an alternate blocking arrangement, as part of the pre-award calculation submission, to compensate for any changes from the docking plan.

NOTE

1. The USCG has established several approved alternate docking plans for each vessel-class, to facilitate complete access to the entire

U/W body structure, for periodic comprehensive inspection and/or

100% preservation. This inspection and preservation pattern and periodicity is a configuration management concern that is a vital requirement of the contract. Intention to deviate from these plans

(fewer blocks, block spacing, additional blocks, etc) shall be identified on pre-award calculations (Paragraph 3.5.2); an alternate docking plan and mitigation strategy shall be provided to maintain preservation and inspection configuration.

2. Pre-award calculations may be deemed unsatisfactory - and may adversely affect contract award if they are submitted with the following detrimental factors:

a. No methods have been proposed that meet the requirements for the specified docking plan.

23 (Rev-0)

b. Proposed block shifting or fleeting risk-mitigating plan may result in delays in period of performance.

c. Proposed alternate docking plan violates USCG configuration management policies."

3.6 Planned availability, immediate work and routine inspections. The Contractor shall perform designated routine drydocking work, in accordance with SFLC Std Spec 8634, paragraph 3.5.4

(Within twenty four hours after docking).

NOTE

The Coast Guard Underwater Hull Inspection Board (UWHIB) will recommend the extent of underwater body coating system preservation required based on the conditions found during the underwater hull survey.

3.7 Fuel offloading. The Contractor shall remove and dispose of up to 1500 gallons of fuel from the vessel.

3.8 Fleeting. Not required.

3.9 Additional requirements.

3.9.1 The Contractor shall drydrock the cutter with all tanks empty.

3.9.2 The Contractor shall empty all tanks in order to fulfill the drydock requirements shown on

Coast Guard Drawing 110 WPB 085-010. Dispose of all fluids in accordance with Federal, State, and local regulations.

3.9.3 Dirty oil and oily water. The Contractor shall remove and dispose of up to 15 gallons of dirty oil and up to 155 gallons of oily water from the vessel.

3.9.4 Sewage and grey water. The Contractor shall remove and dispose of up to 100 gallons of sewage and up to 55 gallons of grey water from the vessel.

4. NOTES

4.1 Arrival conditions. The COR will advise the Contractor of the actual tank and draft readings when the vessel arrives, and will discuss with the Contractor any liquid loading changes necessary.

24 (Rev-0)

86350_0617_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

25 (Rev-0) 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 Y

3.3.3 Parking Y

3.3.4 Duty section berthing: 2 male, 0 female. Duty section berthing shall be provided for the entire duration of the availability.

N

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: 24 hours 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 N

3.3.10.3 Cooling water N

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. N

3.3.15 Small boat storage (including all requirements in associated sub-paragraphs) Y

*Each sub-paragraph number relates…