KIMBALL UPDD FQ2 FY25 Rev-0.pdf

USCGC KIMBALL (WMSL 756)

SPECIFICATION FOR DRYDOCK (UP) REPAIRS

FY2025

Developed By: LRE APM2

(Rev-1, 26 November 2024)

USCGC KIMBALL (WMSL-756) SPECIFICATION FOR DRY DOCK (UP) REPAIRS FY2025

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... vii Consolidated List of Critical Inspection Reports ...................................................................................... viii Principal Characteristics ............................................................................................................................... ix General Requirements WORK ITEM 1: Fire Prevention, Provide WORK ITEM 2: Drydocking (UPDD), Accomplish WORK ITEM 3: Vessel in Drydock Temporary Services, Provide WORK ITEM 4: Bow Thruster Unit, Renew WORK ITEM 5: Sea Trial Performance, Support, Provide WORK ITEM 6: Cathodic Protection (Zincs), Renew WORK ITEM 7: U/W Body, Inspect and Touch Up [Optional] iii (Rev-0)

Revisions Record

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

DATE REV# WORK

ITEM#

CHANGES MADE

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

iv (Rev-0)

Consolidated List of References

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements

Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 750-WMSL-085-014, Rev A, Tank Sounding and Moment of Inertia Tables

(WMSL-756 Only) (ASC085014G)

Coast Guard Drawing 750-WMSL-085-016, Rev -, Tank Capacity Curves (ASC085013G) (756)

Coast Guard Drawing 750-WMSL-085-040, Rev C, Docking Drawing (NSC 7 SRD) (ASC085007G)

Coast Guard Drawing 750-WMSL-100-090, Rev A, General Arrangements NSC 7 and Follow

(AS7100001)

Coast Guard Drawing 750-WMSL-100-092, Rev -, Hull Curves of Form (NSC 7 SRD) (ASC100010G)

Coast Guard Drawing 750-WMSL-114-011, Rev -, Rudder and Appendages Drawing (ASC114006G)

Coast Guard Drawing 750-WMSL-243-018, Rev -, Propulsion Shafting and Appendage (NSC 7 SRD)

(ASC243001G)

Coast Guard Drawing 750-WMSL-801-012, Rev -, Booklet of General Plans (ASC801001G)

Coast Guard Drawing 750-WMSL-582-503, Rev -, Mooring Arrangement

Coast Guard Drawing 750-WMSL_582_2, Rev H, Mooring and Towing Arrangement (ASC582002)

Coast Guard Drawing 750-WMSL-556-015, Rev E, Bow Thruster HPU Diagram (ASC556009)

Coast Guard Drawing 750-WMSL-556-016, Rev -, Bow Thruster Hydraulic System Description

(ASC556009-02)

Coast Guard Drawing FL-1204-3, Rev A, Fleet Welded Padeyes And Links

Coast Guard Drawing 418A-WMSL-101-005, Rev B, Shell Expansion Scantlings

Coast Guard Drawing 418A-WMSL-114-001, Rev -, Fairwaters and Rope Guard Installation Details &

L/M

Coast Guard Drawing 418A-WMSL-114-002, Rev N-A, Stern Tube Bossing and Shaft Handling Padeyes

Coast Guard Drawing 750-WMSL-085-040, Rev C, Docking Drawing (NSC 7 SRD) (ASC085007G)

Coast Guard Drawing 750-WMSL-114-011, Rev -, Rudder and Appendages Drawing (ASC114006G)

Coast Guard Drawing 750-WMSL-161-001, Rev F, Strut Castings (ASC161001)

Coast Guard Drawing 750-WMSL-161-002, Rev A, Stern Tube & L/M (ASC161002)

Coast Guard Drawing 750-WMSL-243-007, Rev E, Propulsion Shafting System Arrangement

(ASC243008)

Coast Guard Drawing 750-WMSL-602-001, Rev C, Fab & Instl of Ships Name & Draft Markings

(ASC602001)

v (Rev-0)

Coast Guard Fleet Drawing FL-2804-022, Rev -, Consolidated Visual ID for Cutters (Vessels 65 ft. and

Over in Length)

Coast Guard Drawing 750-WMSL-244-002, Rev B, Stern Tube Seal & Strut Bearings Arrangement &

Details & L/M (ASC244002)

Coast Guard Drawing 750-WMSL-633-001, Rev D, Installation of Cathodic Protection System

(ASC633001)

Coast Guard Drawing 750-WMSL-633-500, Rev F, Installation of Cathodic Protection System

(ASC633001)

NAVSEA Drawing 803-921865 Rev R, Cathodic Protection System, Hull Zinc Anodes

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

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

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8636), 2022, Temporary

Services

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2022, Electrical

Power for Contractor’s Tools & Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes

Coast Guard Technical Publication (TP) 7202, SWBS 568, Jan 2022, Bow Thruster – Remote Control

System – Plant K161 – Instruction Manual

Coast Guard Technical Publication (TP) 7431, SWBS 568, Mar 2021, Bow Thruster Model TT1100 DPN

CP – Mechanical & Hydraulic System – Installation Manual

Coast Guard Technical Publication (TP) 7498A, SWBS 568, Feb 2022, Bow Thruster - Electric Motors –

Installation, Operation & Maintenance Manual

Coast Guard Technical Publication (TP) 9687, SWBS 568, Aug 2020, Bow Thruster Mechanical And

Hydraulic – User’s Manual

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard

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

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place vi (Rev-0)

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Coast Guard Technical Publication (TP) 7079, SWBS 244, Jan 2018, Stern Tube & Strut Bearings –

Models 22022-100/-200 – Installation, Operation & Maintenance Instructions

OTHER REFERENCES

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

Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-4/NACE WJ-4, 2012, Waterjet Cleaning of Metals – Light Cleaning

48 CFR Sec HSAR 3052.217-94 Lay days (USCG)

CGTTP 4-11.10A-Water Supply and Wastewater Disposal Tactics, Techniques and Procedures (TTP)

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

ASTM International (ASTM) D3359, 2017, Standard Test Methods for Measuring Adhesion by Tape

Test

ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion

MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing

MIL-PRF-24647D, 2021, Paint System, Anticorrosive and Antifouling, Ship Hull

MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 7 (WAB)/NACE WAB-4, 2015, Brush-Off Wet Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast

Cleaning

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti seize, Zinc Dust-

Petrolatum

MIL-A-18001, Aug 2008, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) vii (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.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

Y Bow Thruster NSN: 2010-01-680-3692

PN: TT 1100 DPN CP

1 ea. 657,000.00

*Government-loaned property, which must 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.

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Consolidated List of Critical Inspection Reports

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

4 Bow Thruster Unit, Overhaul

6 U/W Body, Inspect and Touch Up ix (Rev-0)

Principal Characteristics

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

Beam @ 01 level 47' 9-1/8"

Depth (01 level @ side to baseline) 39' 2-3/4"

01 deck camber foredeck 1/4" in 1'-0"

Minimum berth depth 26' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators

Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0824_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response

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

OTHER REFERENCES

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

Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under

2 (Rev-0) the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire

Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety

Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast

Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

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

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must 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”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3 (Rev-0)

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-

Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-

130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with

NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-

Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in

NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding

Weldox 900 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 Contractor operated (non USCG) facilities. The Contractor must 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 must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

4 (Rev-0)

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’

Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous

Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental

Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For

Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast

Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

5 (Rev-0)

4. WORKSITE

4.1 Work Location: Onboard USCGC Kimball, and piers adjacent; homeported on U.S. Coast Guard Base

Honolulu, Hawaii.

Base Address:

400 Sand Island Parkway

Honolulu, HI 96819

4.2 Base Honolulu Security Requirements:

4.2.1 For access to Coast Guard Base Honolulu, HI, the contract shall have RAPIDGate credentials. All personnel that need access to the base, such as on-site personnel, subcontractors (including second and third-tier subcontractors) and suppliers will need RAPIDGate credentials. This process must be completed prior to the start of work. Therefore, the Contractor shall begin the RAPIDGate registration process no less than 45 calendar days before on-site work is to commence. For enrollment into the RapidGate program for base access privileges, information can be found at www.rapidgate.com or by calling the RAPIDGate program at 1-877- 727-4342.

Please note that all costs associated with registration and participation in the RAPIDGate Program is at the sole expense of the contractor.

4.2.2. The Contractor shall provide a list of all on-site personnel, sub-contractors (including second and third tier subcontractors), and suppliers, to the contracting officer and Contracting Officer’s Representative no less than 30 calendar days before on-site work is to commence. The Contractor shall update this list when changes occur and ensure all personnel satisfy base access standards, and have RAPIDGate credentials.

4.2.3. Contractor personnel not listed and without RAPIDGate credentials may be denied access to the Coast

Guard Facility. Contractor personnel will be restricted to designated working areas. Any personnel violating this policy may lose access to the Coast Guard Facility. Contractor personnel shall have photo identification at all times while working on Coast Guard facilities. Special identification requirements may be needed to obtain the

RAPIDGate credentials.

4.2.4. Contractor and delivery personnel may be required to present personal photo identification to gain access to a Coast Guard installation. Valid forms of identification are current passport or driver’s license that meet Real ID

Act requirements. The Real ID Act of 2005 established minimum security standards for license issuance and production and prohibits Federal agencies from accepting, for certain purposes, driver's licenses and identification cards from states not meeting the Act's minimum standards. Anyone requiring access to a military facility under this contract, to include subcontractors, who holds a driver's license from any state without approved licenses will be required to provide identification other than that driver's license to gain access. Government IDs annotated with "Federal Limits Apply" will not be accepted for access purposes. It is the responsibility of the Contractor to ensure that their personnel have federally acceptable personal photo identification and comply with any other requirements for base access. TWIC and DBIDS identification cards are not sufficient forms of identification for access to Coast Guard Base Honolulu, HI.

4.2.5. If identification does not indicate United States citizenship, Coast Guard Security may require proof of the legal right to work in the United States. Contractor and delivery personnel also may be subjected to an immigration status and outstanding criminal warrants check.

4.2.6. Contractors shall provide the Contracting Officer’s Representative with 24 hours of advance notice of every delivery to the site (e.g. concrete, lumber, parts, etc) and provide the company name, delivery person. And phone number of the firm(s) making deliveries. All vehicle access to Government property requires vehicle registration and proof of liability insurance. Otherwise access to the Coast Guard facility may be denied.

6 (Rev-0)

Please contact USCG Base Honolulu Security Forces Office via email D14-DG-M-SI-BASEHono-b-bs@uscg.mil for additional information and processes on base access protocols.

4.3 USCGC KIMBALL Security. The Contractor shall complete a Visitor Access Request (VAR) form to gain access to CGC KIMBALL. VARs shall be submitted 5 business days prior to the Contractor’s arrival and shall reflect accurate work start and end dates.

4.4 Submitting Access Requests: All of the required base access forms contain Personally Identifiable

Information (PII). Encryption or password protection of emails is HIGHLY ENCOURAGED. Please submit all required forms, completed and signed, via email to the Port Engineer/COR listed below. Submit all required forms in a single email, not to exceed 10MB. The designated Port Engineer/COR will ensure that the forms are secured, reviewed, and forwarded to the proper personnel. You will be notified of any discrepancies with the paperwork. The Project Manager is highly encouraged to be proactive in ensuring all Contractors achieve Cutter

Access.

Point of Contact Job Description Email Phone #

LT Emily Kingsley USCGC KIMBALL

Port Engineer emily.r.kingsley@uscg.mil (808) 844-5330

LCDR Elise Ross Senior Port Engineer Elise.V.Ross@uscg.mil (808) 844-5321

5. NOTES

5.1 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.

7 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

8 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

9 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

10 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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 Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):

Mean Reading (mils)

11 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

12 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

13 (Rev-0)

4.2 Tank and Void Assessment form.

14 (Rev-0)

15 (Rev-0)

16 (Rev-0)

55500_1223_BJA_418

WORK ITEM 1: Fire Prevention, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide a fire plan, discuss fire safety procedures, maintain fire boundaries and fittings, conduct inspections and keep firefighting systems in a ready condition to address fires.

NOTE

Contractors are not required to fight fires aboard USCG Cutters

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

OTHER REFERENCES

MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated

3. REQUIREMENTS

3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance with

Paragraph 3.1 of SFLC Std Spec 5550, including Paragraph 3.1.3.

3. 1.1 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible

17 (Rev-0)

Party (FPRP) in accordance with Paragraph 3.1.4 of SFLC Std Spec 5550.

3.1.1.1. Any item in SFLC Std Spec 5550 that requires FPRP approval, also requires COR approval.

3.1.1.2. In addition to responsibilities listed in SFLC Std Spec 5550, the FPRP is responsible for the following tasks:

• Conduct all inspections per paragraph 3.7 of this work item. The FPRP may designate a representative to conduct these inspections on their behalf.

• Ensuring that contractor employees and sub-contractors understand the Fire Plan and all other requirements of this work item. This includes (but is not limited to) informing contractor/subcontractor employees of danger signals and egress procedures aboard the ship.

3.2 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and

Response Conference as detailed in Paragraph 3.12 of SFLC Std Spec 5550.

3.2.1 At a minimum, the following personnel from the Contractor must attend the Fire Prevention and

Response conference, the Fire Familiarization Tour and the Initial Inspection:

• Ship availability superintendent

• FPRP

3.2.2 The Fire Prevention and Response Conference, the Fire Responsibility Familiarization tour and the

Initial Inspection must occur before the start of industrial work. Coordinate schedule with the COR.

NOTE

Requirements for the Initial Inspection are covered in Paragraph 3.7 of this work item

3.3 Fire Zones. The Contractor must comply with the fire zone requirements from Paragraph 3.2 of SFLC

Std Spec 5550.

3.3.1 Paragraph 3.2.3 of SFLC Std Spec 5550 is only applicable if the requirements of Paragraph 3.2.2 of

SFLC Std Spec 5550 cannot be accomplished.

3.3.2 All material boundaries must be treated as fire boundaries.

3.3.3 All fire curtains must meet the requirements of MIL-C-24757. Disregard the NFPA 105 requirement in Paragraph 3.2.2 of SFLC Std Spec 5550.

3.4 Inoperable Fittings Log. The Contractor must inform the COR via CFR of fittings that are blocked or made inoperable per Paragraph 3.3 of SFLC Std Spec 5550. The Contractor does not need to maintain a separate Inoperable Fittings Log.

3.5. Firefighting systems. The Contractor must maintain fire protection systems per Paragraph 3.4 of

SFLC Std Spec 5550.

18 (Rev-0)

3.5.1 Contractor personnel are NOT authorized to operate fixed firefighting systems per Paragraph

3.4.6.6.1 of SFLC Std Spec 5550

3.5.2 The existing arrangement of AFFF equipment meets the requirements of Paragraph 3.4.11 of SFLC

Std. Spec 5550. This paragraph is only applicable if the Contractor blocks or moves AFFF material or equipment.

3.5.3 The existing arrangement of portable fire extinguishers meets the 50-foot requirement of Paragraph

3.4.12.1 of SFLC Std Spec 5550. This paragraph is only applicable if the Contractor blocks or moves fire extinguishers.

3.6. Fire Alarm. The Contractor must comply with the requirements of Paragraph 3.7 of SFLC Std Spec

5550 if the fire alarm system will be manipulated. The “additional personnel” mentioned in Paragraph

3.7.1 of SFLC Std Spec 5550 must be provided by the Contractor.

3.7 Fire Prevention Inspections. The Contractor must conduct inspections in accordance with SFLC Std

Spec 5550 Paragraph 3.11.

3.7.1 All inspections in paragraph 3.11 of SFLC Standard Spec 5550 must be conducted in the presence of a Coast Guard Inspector.

3.7.2 Disregard paragraph 3.11.1 of SFLC Std Spec 5550 and replace with the following:

Initial Inspection. The FPRP, along with the COR (or a designated representative), must conduct an initial inspection to evaluate potential fire hazards in all areas with scheduled work. This inspection must note the existing status of all items in Paragraph 3.11.2 of SFLC Standard Spec 5550. Submit the results of the initial inspection to the COR via a CFR. This inspection must occur before commencing industrial work.

4. NOTES

None

19 (Rev-0)

86340_ANS_0724_756

86340_ANS_0822_754

WORK ITEM 2: Drydocking (UPDD), Accomplish

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to accomplish drydocking and undocking the cutter in “POSITION 3’”, and performing various related tasks. Accomplish tasks listed in

Tables 1 to 5 as follows :

NOTE

Drydock certification per SFLC Standard Specification 8634 is required prior to contract award.

TABLE 1 PRE-DOCKING CHECK LIST : STEEL FOUNDATION

PRE-DOCKING CHECK LIST : STEEL FOUNDATION SAT UNSAT

Evaluate the loss of steel due to corrosion

Look for cracks in welds

Deformed structures

TABLE 2 PRE-DOCKING CHECK LIST : BLOCK-GENERAL

PRE-DOCKING CHECK LIST : BLOCK GENERAL SAT UNSAT

Soft Caps min thickness 2" and no crush

Spacing & location as per blocking arrangement (+/-1/2 in transversely +/-1 in longitudinally +/-1/4 in height)

TABLE 3 PRE-DOCKING CHECK LIST : KEEL BLOCKS

PRE-DOCKING CHECK LIST : KEEL BLOCKS SAT UNSAT

Sight keel block line for alignment and fit

Keel block height meets requirement

Note: Keel profile deviation from straight line is applied to keel block offsets

TABLE 4 PRE-DOCKING CHECK LIST : BILGE BLOCKS

PRE-DOCKING CHECK LIST : BILGE BLOCKS SAT UNSAT

Sight bilge block line for alignment and fit

Bilge blocks are required dimensions

Bilge block construction. (Normal force passes through middle 1/3 of all blocks, no gaps, cribbing, bracing, and stiffening if over 6 ft)

TABLE 5 PRE-FLOAT CHECK LIST

PRE-FLOAT CHECK LIST SAT UNSAT

20 (Rev-0)

Transducer cover removed and returned to Coast Guard Inspector

Zincs uncovered and free of paint

Shaft rope guard & fairwaters in place

Hull opening blanks & plugs removed

Sea chest strainers are bolted in place and/or lockwired as applicable

Sea valves & waster pieces are properly installed and are in the closed position

All underwater body work has been completed

All propeller protective coverings removed

All void plugs are in place and pulled up tight

All hull ‘welded on’ lifting pads are removed and paint repaired

Propulsion shaft seals and rudder packings are in place

Propellers are free of paint or contamination

Underwater coating is undamaged

Overboard discharge openings are clear of obstructions

Grounding wires are removed

Ablative coating is free of foreign paint

All fairwaters and rope guards and their hardware in place

Verify draft marks are painted in

All sea chest strainer plates are bolted in place and lock wired

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements

Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 750-WMSL-085-014, Rev A, Tank Sounding and Moment of Inertia

Tables (WMSL-756 Only) (ASC085014G)

Coast Guard Drawing 750-WMSL-085-016, Rev -, Tank Capacity Curves (ASC085013G) (756)

Coast Guard Drawing 750-WMSL-085-040, Rev C, Docking Drawing (NSC 7 SRD)

(ASC085007G)

Coast Guard Drawing 750-WMSL-100-090, Rev A, General Arrangements NSC 7 and Follow

(AS7100001)

Coast Guard Drawing 750-WMSL-100-092, Rev -, Hull Curves of Form (NSC 7 SRD)

(ASC100010G)

Coast Guard Drawing 750-WMSL-114-011, Rev -, Rudder and Appendages Drawing

(ASC114006G)

Coast Guard Drawing 750-WMSL-243-018, Rev -, Propulsion Shafting and Appendage (NSC 7

SRD) (ASC243001G)

Coast Guard Drawing 750-WMSL-801-012, Rev -, Booklet of General Plans (ASC801001G)

Coast Guard Drawing 750-WMSL-582-503, Rev -, Mooring Arrangement

21 (Rev-0)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8636), 2022, Temporary Services

OTHER REFERENCES

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2012, Waterjet Cleaning of Metals –

Light Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s) :

None.

3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps and personnel as follows :

• Dockmaster. Provide a service of the Dockmaster to take control of the cutter as soon as the bow (if the cutter is entering the drydock bow first) or stern (if the cutter is going in by the stern) crosses the sill or plane (the point of the dry dock closest to the navigable channel) of the drydock.

• Pump operator and personnel. Have a qualified pump operator and personnel available at all times to operate the dry dock in event of any emergency, if a floating dock is used. Inform the

Coast Guard Inspector at the arrival conference as to how fast the Contractor personnel can respond to a flooding emergency.

3.1.2.1 Qualifications/certifications. Submit the Tech Reps’ qualifications/certifications to the COR at the

Arrival Conference.

• Dockmaster, Pump operator, and personnel : Qualified Dockmaster, Pump operator and personnel in accordance with SFLC Std Spec 8634, Paragraph 3.3 (Docking personnel).

3.1.2.2 Dates of services. Include the dates of services in which Tech Reps and personnel must be on site as per their subcontract and planning documentation.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, Paragraph 3.3.5 (Interferences).

22 (Rev-0)

3.1.5 Work locations. The concerned work areas are the drydock and the cutter being drydocked. See the drawings in Section 2 Reference for guidance, locations, and details.

3.1.6 Materials, tools, and services. The Contractor must provide materials, tools, and services to accomplish the requirements in this work item. New components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in Sections 1, 2 and SFLC Std Specs for guidance, required materials, and details.

3.1.6.1 Mooring lines and fenders. Provide line, line handlers and fenders during docking and undocking.

3.1.7 Drydock certification. The Contractor must provide a valid drydock certification before docking, and immediately renew it in case of expiration before undocking.

3.1.8 Drydocking calculations. The Contractor must provide the Contracting Officer (KO) a minimum of three (3) sets of drydock calculations (including a proposed alternate docking drawing/plan and a table of side block offsets if different from the relevant/standard Coast Guard Docking Drawing/Plan) for review and approval in accordance with SFLC Std Spec 8634, Appendix A (Requirements for Calculations) :

• Pre-award Calculations at Estimated Drafts/Loading Conditions (with pre-award document submittal)

• Docking Calculations at Arrival Drafts/Loading Conditions (at least three (3) business days before docking)

• Undocking Calculations at Predicted Drafts/Loading Conditions (at least three (3) business…