Sol_1305M324Q0128.pdf

COMBINED SYNOPSIS/SOLICITATION

Research Vessel (R/V) Southern Journey Repair Services

(I) This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6, as supplemented with additional information included in this notice and in accordance with the simplified acquisition procedures authorized in FAR Part 13. This announcement constitutes the only solicitation; quotes are being requested and a written solicitation will not be issued.

(II) This solicitation is issued as a request for quotation (RFQ). Submit written quotes on RFQ Number

1305M324Q0128.

(III) The solicitation document and incorporated provisions and clauses are those in effect through

Federal Acquisition Circular 2024-03 (Feb 2024).

(IV) This solicitation is being issued as a total Small Business Set-Aside. The associated NAICS code is

336611. The small business size standard is 1,300 employees.

(V) This combined solicitation/synopsis is for purchase of the following commercial services:

(Service) CLIN 0001 –

Services, non-personal, to provide all labor, equipment and materials (unless otherwise provided herein) necessary for Research Vessel Southern Journey Repairs at Pascagoula, MS in accordance with the

Statement of Work. Period of Performance: Work shall be completed by May 11, 2024.

(VI) Description of requirements is as follows: See attached Statement of Work.

(VII) Place of Performance: Work shall be conducted at a local shipyard within a 50-mile commuting radius of the vessel’s homeport in Pascagoula, MS as listed in the Statement of Work.

(VIII) Site Visit: The vessel will be available for a pre-quote inspection at 202 Delmas Ave in Pascagoula, MS between 08:00 -14:00 CDST, on March 07, March 08, March 12, March 13, March 14, or March 15, 2024. Please contact Kendall Falana at (228)549-1761 or by e-mail at kendall.m.falana@noaa.gov or Michael Hendon at (228)549-1643 or by e-mail at michael.hendon@noaa.gov to schedule an appointment.

(IX) Defense Priorities and Allocations System (DPAS) and assigned rating does not apply.

(X) Quotes are required to be received in the contracting office no later than 12:00PM EDT on March 21, 2024. All quotes must be submitted electronically via email to Jenna Taulman at jenna.taulman@noaa.gov

(XI) Any questions regarding this solicitation should be submitted electronically via email to Jenna Taulman at jenna.taulman@noaa.gov

UTILIZATION OF FEDCONNECT® FOR CONTRACT ADMINISTRATION

The Department of Commerce will utilize the FedConnect® web portal in administering this award. The contractor must be registered in FedConnect® and have access to the FedConnect® website located at https:// www.fedconnect.net/Fedconnect/. For assistance in registering or for other FedConnect® questions please call the

FedConnect® Help Desk at (800) 899-6665 or email at support@fedconnect.net. There is no charge for registration in or use of FedConnect®.

(End) mailto:jenna.taulman@noaa.gov mailto:jenna.taulman@noaa.gov

Research Vessel (R/V) Southern Journey Repairs SOLICITATION: 143031-24-0038 Past Performance Questionnaire INSTRUCTIONS: The Contractor shall complete blocks 1 – 4 on Page 1, then send entire document to the Client Reference for completion of the Past Performance Questionnaire. Completed Questionnaire shall be emailed to jenna.taulman@noaa.gov .

PAST PERFORMANCE QUESTIONNAIRE

CONTRACT INFORMATION (Contractor to complete Blocks 1-4)

1. Contractor Information Firm Name: CAGE Code:

Address: UEI Number:

Phone Number:

Email Address:

Point of Contact: Contact Phone Number:

Prime Contractor Subcontractor Joint Venture Other

3. Contract Information Contract Number:

Delivery/Task Order Number (if applicable):

Contract Type: Firm Fixed Price Cost Reimbursement Other (Please specify):

Contract Title:

Contract Location:

Contract Agency:

Client Reference Name:

Client Reference Email Address:

Client Reference Phone Number:

Award Date (mm/dd/yy):

Contract Completion Date (mm/dd/yy):

Actual Completion Date (mm/dd/yy):

Explain Differences:

Original Contract Price (Award Amount):

Final Contract Price (to include all modifications, if applicable):

Explain Differences:

4. Project Description:

Complexity of Work High Med Routine How is this project relevant to project of submission? (Please provide details such as similar equipment, requirements, conditions, etc.)

2. Work Performed as:

(Explain) Percent of project work performed:

If subcontractor, who was the prime (Name/Phone #):

NOTE: THE GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY AND ALL INFORMATION ON THIS FORM.

ADJECTIVE RATINGS AND DEFINITIONS TO BE USED TO BEST REFLECT

YOUR EVALUATION OF THE CONTRACTOR’S PERFORMANCE

RATING DEFINITION NOTE

(E) Exceptional Performance meets contractual requirements and exceeds many to the Government/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with few minor problems for which corrective actions taken by the contractor was highly effective.

An Exceptional rating is appropriate when the Contractor successfully performed multiple significant events that were of benefit to the Government/Owner. A singular benefit, however, could be of such magnitude that it alone constitutes an Exceptional rating.

Also, there should have been NO significant weaknesses identified.

(VG) Very Good Performance meets contractual requirements and exceeds some to the Government’s/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with some minor problems for which corrective actions taken by the contractor were effective.

A Very Good rating is appropriate when the Contractor successfully performed a significant event that was a benefit to the Government/Owner. There should have been no significant weaknesses identified.

(S) Satisfactory Performance meets minimum contractual requirements. The contractual performance of the element or sub-element contains some minor problems for which corrective actions taken by the contractor appear or were satisfactory.

A Satisfactory rating is appropriate when there were only minor problems, or major problems that the contractor recovered from without impact to the contract.

There should have been NO significant weaknesses identified. Per DOD policy, a fundamental principle of assigning ratings is that contractors will not be assessed a rating lower than Satisfactory solely for not performing beyond the requirements of the contract.

(M) Marginal Performance does not meet some contractual requirements. The contractual performance of the element or sub-element being assessed reflects a serious problem for which the contractor has not yet identified corrective actions. The contractor's proposed actions appear only marginally effective or were not fully implemented.

A Marginal is appropriate when a significant event occurred that the contractor had trouble overcoming which impacted the Government/Owner.

(U) Unsatisfactory Performance does not meet most contractual requirements and recovery is not likely in a timely manner. The contractual performance of the element or sub-element contains serious problem(s) for which the contractor's corrective actions appear or were ineffective.

An Unsatisfactory rating is appropriate when multiple significant events occurred that the contractor had trouble overcoming and which impacted the Government/Owner. A singular problem, however, could be of such serious magnitude that it alone constitutes an unsatisfactory rating.

(N) Not Applicable No information or did not apply to your contract Rating will be neither positive nor negative.

TO BE COMPLETED BY CLIENT REFERENCE

CLIENT REFERENCE INFORMATION

Client Reference Information Name:

Title:

Phone Number:

Email Address:

Describe role as the Client in the project:

Date Questionnaire was completed (mm/dd/yy):

Client Reference’s Signature:

PLEASE CIRCLE THE ADJECTIVAL RATING THAT BEST REFLECTS

YOUR EVALUATION (AS THE CLIENT REFERENCE) OF THE CONTRACTOR’S PERFORMANCE.

1. QUALITY

a) Quality of technical data/report preparation efforts E VG S M U N

b) Ability to meet quality standards specified for technical performance E VG S M U N

c) Effectiveness of contract problem resolution without extensive customer guidance E VG S M U N

d) Adequacy/effectiveness of quality control program and adherence to contract quality assurance requirements (without adverse effect on performance)

E VG S M U N

2. SCHEDULE

a) Compliance with contract delivery/completion schedules including any significant intermediate milestones. (If liquidated damages were assessed or the schedule was not met, please address below)

E VG S M U N

b) Rate the contractor’s use of available resources to accomplish tasks identified in the contract E VG S M U N

3. COST CONTROL (Not required for firm-fixed-price contracts)

a) Ability to meet the terms and conditions within the contractually agreed price(s)? E VG S M U N

b) Contractor proposed innovative alternative methods/processes that reduced cost, improved maintainability or other factors that benefited the client E VG S M U N

c) If this is/was a Government cost type contract, please rate the Contractor’s timeliness and accuracy in submitting monthly invoices with appropriate back-up documentation, monthly status reports/budget variance reports, compliance with established budgets and avoidance of significant and/or unexplained variances (under runs or overruns)

E VG S M U N

d) Is the Contractor’s accounting system adequate for management and tracking of costs? If no, please explain in Remarks section. Yes No

e) If this is/was a Government contract, has/was this contract been partially or completely terminated for default or convenience or are there any pending terminations? Indicate if show cause or cure notices were issued, or any default action in comment section below.

Yes No

f) Have there been any indications that the contractor has had any financial Yes No

N/A

I I problems? If yes, please explain below.

4. MANAGEMENT

a) Effectiveness of on-site management, including management of subcontractors, suppliers, materials, and/or labor force? E VG S M U N

b) Ability to hire, apply, and retain a qualified workforce to this effort E VG S M U N

c) Government Property Control E VG S M U N

d) Knowledge/expertise demonstrated by contractor personnel E VG S M U N

e) Utilization of Small Business concerns E VG S M U N

f) Ability to simultaneously manage multiple projects with multiple disciplines E VG S M U N

g) Ability to assimilate and incorporate changes in requirements and/or priority, including planning, execution and response to Government changes E VG S M U N

h) Effectiveness of overall management (including ability to effectively lead, manage and control the program) E VG S M U N

5. REGULATORY COMPLIANCE

a) Compliance with contractual terms/provisions (explain if specific issues) E VG S M U N

b) Compliance with contract reporting requirements (explain if specific issues) E VG S M U N

6. OVERALL CUSTOMER SATISFACTION:

a) Contractor was reasonable and cooperative in dealing with your staff (including the ability to successfully resolve disagreements/disputes;

responsiveness to administrative reports, businesslike and communication)

E VG S M U N

b) To what extent was the contractor cooperative, businesslike, and concerned with the interests of the customer? E VG S M U N

c) Ability to successfully respond to emergency and/or surge situations (including notifying COR, PM or Contracting Officer in a timely manner regarding urgent contractual issues).

E VG S M U N

d) Overall customer satisfaction E VG S M U N

e) Would you hire or work with this firm again? (If no, please explain below) Yes No

f) In summary, provide an overall rating for the work performed by this contractor. E VG S M U N

Please provide responses to the questions above (if applicable) and/or additional remarks.

Furthermore, please provide a brief narrative addressing specific strengths, weaknesses, deficiencies, or other comments which may assist our office in evaluating performance risk (please attach additional pages if necessary):

STATEMENT OF WORK

2024 Shipyard Repairs for NOAA R/V Southern Journey

BACKGROUND

The contractor shall provide dry dock repair services for NOAA R/V Southern Journey (F 7701).

The R/V Southern Journey is a Small Research Vessel owned and operated by the Southeast Fisheries Science Center, under the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). See Appendix 8 – Miscellaneous Pics for more vessel photographs.

Vessel Characteristics:

− LOA: 77 feet − Beam: 22 feet − Draft: 10.0 feet − Displacement Tonnage: 183 Tons − Hull Material: Steel − Homeport: 202 Delmas Avenue

Pascagoula, MS 39567

1. SCOPE/OBJECTIVE

This maintenance is to increase the life cycle and will allow the vessel to continue safely performing the missions of the NOAA, Southeast Fisheries Science Center.

2. PRE-QUOTE SITE VISIT

Potential bidders are strongly encouraged to inspect the vessel to understand the expected work requirements being requested. The vessel will be available for a pre-quote inspection at 202 Delmas Ave in Pascagoula, MS between 08:00 -14:00 CDST, on March 07, March 08, March 12, March 13, March 14, or March 15, 2024. Please contact Kendall Falana at (228)549-1761 or by e-mail at kendall.m.falana@noaa.gov or Michael Hendon at (228)549-1643 or by e-mail at michael.hendon@noaa.gov to schedule an appointment.

3. COMPLIANCE

All work shall be performed in strict compliance with Federal, State, and Local laws and regulations.

4. GOVERNMENT REPRESENTATIVE(S)

The Onsite Technical Supervisor is David Saksa at (228) 218-1649. (e-mail:

david.saksa@noaa.gov) The Technical Point of Contact (TPOC) is Rafael Ortiz at (601)568-2506. (e-mail: rafael.ortiz@noaa.gov) The Onsite Supervisor will monitor the performance of the Contractor and keep the TPOC and Contracting Officer informed of the contractor’s performance.

5. PERIOD OF PERFORMANCE AND GEOGRAPHIC CONSIDERATIONS

The work shall be completed by May 11, 2024. While in the shipyard the vessel crew may conduct minor maintenance work when such work does not conflict nor interfere with Contract obligations. Contract work always takes precedence.

Vessel crew normal workdays are Monday through Friday except US Federal Holidays. Crew typically work eight (8) hours per day, 40 hours per week. Core hours of work are from 0700 to 15:30 daily. The Contractor shall inform the TPOC of weather or security closures, as well as last minute schedule changes.

All repairs and maintenance shall be performed at a local shipyard within a 50-mile commuting radius of the vessel’s homeport in Pascagoula, MS. The onsite technical supervisor will be available during normal work days of the contract period and commute to and from the shipyard.

mailto:kendall.m.falana@noaa.gov mailto:michael.hendon@noaa.gov

6. GOVERNMENT FURNISHED MATERIAL/EQUIPMENT

The government will make the vessel available at the agreed place and time. The government shall not furnish any materials, services, equipment, labor, or facilities to fulfill this contract. The Contractor shall provide all materials, services, equipment, labor, and facilities necessary to perform the work specified.

7. TASKS

Install, remove, repair or restore, and replace items identified in tasks below. Complete identified tasks to restore seaworthiness of vessel to its original design condition using materials that are same as the original equipment manufacturer (OEM) product. All products and services shall be of commercial grade and meet or exceed OEM. All paint and applications shall be applied as per manufacture’s recommendations and approved by the local PPG paint representative prior to start of each application (Randy Stroecker (251) 421-2772). The Contractor shall furnish all labor, services, and associated materials, and remove and replace all interferences necessary to complete identified tasks. No changes are allowed without prior written approval of Contracting Officer.

The Contractor shall:

7.1. HAUL OUT AND SECURELY BLOCK VESSEL. REMOVE ZINC ANODES,

HULL INTAKE SCREENS AND BOW THRUSTER GUARDS. PRESSURE

WASH HULL FROM THE CAP RAIL DOWN TO THE KEEL

Vessel Shall be blocked as to near level as practical

− Power source of 220 volt minimum 50-amp service shall be made available for connection to vessel shore power continuously throughout the repair period.

− Potable water source shall be made available for connection to vessel water supply of at least 30 psi continuously throughout the repair period.

− Remove all zinc anodes (estimate of 55 anodes) leaving minimal existing welded tabs for installation of new zinc anodes and dispose.

− Remove all intake screens, bow thruster guards and propellers, all intake screens, bow thruster guards and propellers shall be re-installed before launching of vessel.

− Pressure wash the hull from the cap rail down to the keel including both props, rudders, vessel intakes and bow thruster tunnel, removing all marine growth, all salts or unseen contaminates

− Cover and protect vessel bridge deck from overspray to include pilot house.

7.2. PREPARE VESSEL FOR GRIT SANDBLASTING

Cover/protect 6 porthole windows with suitable material, typically plywood cutouts, to protect glass from sand abrasion, 3 on each side of vessel. Porthole windows are 12” in diameter.

Cover/protect all hull mounted transducers, propellers, and exposed shafts.

7.3. UNDERWATER HULL PRESERVATION & PAINTING

Sand blast from the waterline down to the turn of the bilge area to a Near White condition.

Spot blast from the turn of the bilge area to the keel, all areas of corrosion or damage to a Near

White condition.

Blow down with clean dry air to remove all dust.

Paint in accordance to the Coating Specifications for Under Water Hull area (Appendix 1).

Color as specified by the Onsight Technical Supervisor.

7.4. FREEBOARD AREA PRESERVATION & PAINTING

Cover and protect vessel bridge deck from overspray to include pilot house.

Spot blast from the marked waterline up to the vessel cap rails all areas of corrosion or damage to a Near White condition including corrosion around vessel porthole windows and starboard bow side hatch (Figure 1-2) including other areas identified by GOV Technical Representative. There are six 12” port holes and one side hatch that measures 46” L X 38” H. Estimated area of spot blasting of 15 square feet.

Add a finish coat to entire freeboard area from deep load line to cap rail.

Paint in accordance to the Coating Specifications for Freeboard area (Appendix 2), in addition apply a final finish coat to all vessel rub rails and cap rails. Color as specified by the Onsight Technical Supervisor.

Paint a boot stripe along the entire waterline beginning at the waterline up 3” in height using

White Amercoat 450H polyurethane coating.

Install vessel name SOUTHERN JOURNEY in three places, one on each side of the bow and one across the stern. (Local sign company located in Pascagoula, MS has name data on file)

Figure 1 Figure 2

7.5. INSTALL ZINC ANODES

Install approximately fifty-five 24 lb. weld on zinc anodes to the hull, rudders and other areas as determined by the Onsight Technical Supervisor by welding to the existing hull anode tabs.

Power tool any damaged areas during installation to bright metal and paint in accordance to the Coating Specifications for Under Water Hull area (Appendix 1).

7.6. REPLACE EXISTING STEEL DIESEL FUEL TANK FILL PIPES, AND

VENTS WITH 316 STAINLESS STEEL.

Remove four existing fuel tank fill pipes and four fuel tank vent pipes. (Figures 3 – 5) Contractor shall be responsible for removing, storing and reinstalling diesel fuel after repairs have been completed. Estimated 8,000 gallons will be onboard, distributed between four fuel tanks.

Fabricate and install four new fuel fill pipes and four new fuel tank vent pipes. The new pipes shall be installed in the exact location as the removed pipes. The fill pipes shall be 27” high from the deck to the top of the pipe threads, the fuel vents shall be 27” high from the deck to the top of the U bend. All pipes shall be made of 3” schedule 40 grade 316 stainless steel. The ends of the fill & vent pipes shall consist of having standard pipe threads for cap and flame screen attachments.

Each vent and fill pipe shall be fitted with a new stainless ¼” x 2” flat bar brace welded to the pipes and the bulwark for strength. Lengths averaging 2-3”. (Figure 6)

Paint in accordance to the Coating Specifications for Stainless (Appendix 6). All pipes shall have a final finish coat of safety yellow in color.

The discharge ends of fuel tank vent pipes shall consist of having a 180-degree stainless U bend and shall be fitted with removable stainless flame screens. The flame screens shall consist of a single screen of corrosion resistant wire of at least 30×30 mesh.

Figure 3 Figure 4

Figure 5 Figure 6

7.7. REPLACE EXISTING STEEL LAZARETTE VENT PIPE WITH 316

STAINLESS STEEL

Remove existing steel lazarette vent pipe. (Figure 7)

Fabricate and install one new lazarette vent pipe. The new pipe shall be installed in the exact location as the removed pipe. The new pipe shall be made of 3” schedule 40 316 grade stainless steel. The discharge end shall consist of having a 180-degree stainless U bend. The vent pipe shall be 27” high from the deck to the top of the U bend.

Paint in accordance to the Coating Specifications for Stainless (Appendix 6). Pipe shall have a finish coat black in color.

Figure 7

7.8. ADD PROPSPEED FOUL RELEASE COATING TO MAIN AND BOW

THRUSTER PROPELLERS

Add Propspeed foul release coating to both main propellers (48” X 46” 4-blade) and both bow thruster propellers (est. 15-20”). Preparation shall strictly be performed per manufacturer’s recommendation.

7.9. OPEN, CLEAN, INSPECT, REPAIR AND PAINT BALCKWATER

HOLDING TANK

The blackwater tank has an estimated capacity of 3,000 gallons with approximated dimensions of 10’L X 16’W X 4’H. The Tank is integrated to the hull.

Open, clean, inspect and make repairs to blackwater suction/discharge pipe.

Sandblast entire inside of blackwater tank to near white condition and paint in accordance to the Coating Specifications for the blackwater tank (Appendix 3).

After completion of sandblasting, perform visual inspection inside tank to determine if an audio gauge is necessary to determine tank/hull plate thickness. Based on the results of the inspection, option 9.2 may be initiated.

Power tool area of corrosion along the external perimeter of the manhole opening (Figure 8) and paint in accordance to the Coating Specifications for Freeboard Area (Appendix 2).

Replace manhole gasket with new gasket suitable for proper sealing.

Figure 8

7.10. INTERIOR ALLEYWAY SPACE BETWEEN PORT & STARBOARD

AFT FUEL TANK PRESERVATION AND REPAIRS

Power tool between the port and starboard aft fuel tanks to include hull deck, keel, frames and up to 18 inches up each tank. Alleyway approximate dimensions of 2’ wide X 8’3” long.

(Figure 9)

Perform an audio gauge of the area to check available thickness of hull plate. Based on the results of the audio gauges, option item 9.1. may be initiated.

Install doubler plates to the sides of each tank from the hull deck up 10 inches on the sides. The doubler plates shall be .25” thick steel sheet plate with approximate dimensions of 8’ 3” long by 10” high. The doubler plates shall be cropped out to fit over deck frames and welded completely out. (Figure 10)

Paint in accordance to the Coating Specifications for Freeboard Area (Appendix 2).

Prior to installing doubler plates paint in accordance to Coating Specifications for

New Plate Pre-Construction Primer (Appendix 5).

Figure 9 Figure 10

7.11. REPAIR PINHOLE ON PORT STANCHION

Power tool base of port bulwark stanchion and make appropriate repairs by welding exposed pinhole. Stanchion is located just aft of the forward port fuel tank fill pipe. Pinhole is located at the base of the stanchion deck level over fuel tank. (Figure 11)

Paint in accordance to the Coating Specifications for Freeboard area (Appendix 1)

Figure 11

8. OPTIONAL TASKS – Pending Available Funding/Additional Findings (Please provide a separate quote for each line item):

8.1. INSTALL HULL DOUBLER PLATES BETWEEN AFT FUEL TANKS

− Install by welding ¼” steel doubler plates to hull plate areas located in the alleyway between aft port and starboard fuel tanks. Exact positions and amounts will be determined depending on audio gauge results. (Figure 12)

− Paint in accordance to the Coating Specifications for Freeboard Area (Appendix 2).

Prior to installing doubler plates paint in accordance to Coating Specifications for New Plate Pre-Construction Primer (Appendix 5).

Figure 12

8.2. PERFORM AUDIO GAUGE TEST OF BLACKWATER TANK

Depending on results of post sand blasting visual inspection (Task 8.9.), perform an audio gauge test of suspect areas.

9. DELIVERABLES

The contractor shall deliver certification documentation and all necessary personnel, equipment, and materials to perform work described in Section 8 (TASKS) in order to meet contract requirements. Timeliness in completing tasks and returning the vessel to service is a high priority. Contractor shall provide start and completion dates in their quote package.

Ite m

CLI

N

Deliverable Description Due Date Deliver To

1 N/A Certificate of Insurance Certificate of Insurance according to CAR Clauses 1352.271-79 and 1352.271-

Five (5) days after award

TPOC

2 N/A List of Subcontractors List of Subcontractors working or expected to perform on this project

Five (5) days after award

TPOC

3 N/A List of Qualified Welder(s)

List of Qualified Welder(s) working on the project

Five (5) days after award

TPOC

4 N/A Key Personnel Key Personnel with contact information Five (5) days after award

TPOC

10. RELATED DOCUMENTS

The following NOAA Standard Specifications apply to this project and shall be followed when applicable. See attachments and appendices for specific details.

1) NOAA Standard Specification AMC-000-3C, “General Requirements for Small Contract

Ship Repairs”

2) American Bureau of Shipping (ABS), 2019, "Rules for Building and Classing Steel

Vessels under 90 Meters (295 feet) in Length"

3) American Bureau of Shipping (ABS), 2018, Guide for Nondestructive Inspection of Hull

Welds

4) U. S. Coast Guard Navigation and Vessel Inspection Circular (NVIC) 7-68

5) Coatings Specifications – Under Water Hull (Appendix 1)

6) Coatings Specifications – Freeboard Area (Appendix 2)

7) Coatings Specifications – Black Water Tank (Appendix 3)

8) Coatings Specifications – Doubler Plates (Appendix 4)

9) Coatings Specifications – New Plate Pre-Construction (Appendix 5)

10) Coatings Specifications – Stainless (Appendix 6)

11) Coating Systems for Steel Surfaces (Appendix 7)

11. SUBMITTALS

No less than five (5) business days prior to the start of work, the Contractor shall submit the following in writing to the Technical Point of Contact (TPOC):

1) List of any Subcontractors

2) List of Qualified Welders, including name, type of qualification, and date of last qualification test.

3) List of Key Personnel

4) List of Emergency Phone Numbers

5) Certificate of Insurance

12. CONDITION FOUND REPORTS (CFR)

The TPOC shall be notified in writing of any conditions found which may impact the performance of the work or administration of the contract, including a detailed description of the condition and any proposed or requested solutions. No changes to the statement of work are authorized without written approval from NOAA.

13. SMOKING

Smoking aboard the vessel is prohibited.

14. APPROVAL FOR WELDING

Due to the presence of sensitive electronics onboard, WELDING SHALL NOT PROCEED until a NOAA electronic technician has made all equipment safe for welding and approval to proceed has been granted by the TPOC or a designated NOAA representative.

15. QUALITY CONTROL

Quality assurance/control is the sole responsibility of the Contractor. The TPOC may delegate inspection responsibilities to designated NOAA personnel. The designated NOAA inspectors will monitor the progress of work done by the Contractor. If, during the performance of work the NOAA Inspectors witness work that fails to meet the specifications, work that is otherwise unsatisfactory, or conditions which may lead to an unsatisfactory end product, the inspectors will alert the TPOC who will advise the Contractor of the deficiency.

16. INTERFERENCES/OBSTRUCTIONS

The Contractor shall remove all interferences and obstructions necessary to complete the required work without regard to whether interferences are indicated under specification work items. This may include the removal of machinery, piping, ducts, wiring, insulation, structure and anything else which interferes with the proper accomplishment of a work item. While awaiting reinstallation and restoration, the Contractor shall maintain and protect interferences.

Unless otherwise authorized by NOAA, upon completion of required work, the Contractor shall reinstall/restore interferences to their original configuration and condition.

17. DAMAGES

Any damages caused by the Contractor in performance of this contract shall be repaired at the Contractors expense.

18. ENVIRONMENTAL IMPACT

Work under this contract must be accomplished in such a way as to minimize the potential of environmental impact by operating in an environmentally responsible manner and to the extent possible through the use of environmentally friendly procedures, services, and products.

Appendix 1

PPG PROTECTIVE AND MARINE COATINGS Coatings Specification

PPG REPRESENTATIVE Randy Stroecker (251) 421-2772 DATE 1-20-24

COATINGS SPECIFICATION OWNER JOB

NOAA R/V Southern Journey

AREA SURFACE PREPARATION

Underwater Hull Area below waterline Pressure wash all areas with minimum 2500 psi making sure to remove all salts and surface contaminants.

SSPC-SP10 Near White Metal Blast all surfaces keel to the deep load line. Remove all pre-construction primer and contamination.

System Information

Color

Type Coat

WFT

Mils.

DFT

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time at 70˚F

Application Method

Brush

Roller Conv.

Spray

Airless Spray

Airless Spray

Theoretical Practical 30% loss Min Max Nozzle Fan

Amercoat 235 Epoxy Red Full 7 6 232 162 5 hrs 30 dys X X X X Amercoat 235 Epoxy white Full 7 6 232 162 Tacky X X X X ABC#3 Anti-fouling Red Full 8 4 248 174 5 hrs N/A X X X X ABC#3 Anti-fouling Black Full 8 4 248 174 5 hrs N/A X X X X

Product Information Solid

Volume Ratio

Curing Agent

Mixed Ratio Base : Cure

Pot Life Dry at 70˚F Finish

Point (deg. F)

Thinner (1)

Application (2) Ventilation Cu.Ft./Gal. Temp F Humidity

Handle Hard Min. Max. Min. Max.

235 Epoxy

ABC # 3 Anti-fouling

67%

62%

Yes

No

4 to 1

3 hrs

5 hrs

4 hrs

10 hrs

7 hrs

T-10

85%

REMARKS

(1) Thin not more than 5 % by volume.

(2) No coating to be applied when substrate is within 5˚F of dew point.

Ensure a clean dry surface before coating.

Apply Anti-Fouling to the Amercoat 235 Epoxy in the tack free stage and still soft to finger pressure.

COATINGS SPECIFICATION 01-24-03

Appendix 2

AREA SURFACE PREPARATION

Freeboard area Topside Pressure was making sure to remove all salts and surface contaminants. Spot blast all damaged and disturbed areas to SSPC-SP-10 near white.

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time

Roller

Conv.

Airless

COST per Sq.

Ft.

Theoretical Practical

20% loss

Min

Max

Gallon Per Sq.

Ft

Dimetcote 302H Zinc Amercoat 235 Epoxy Amercoat 450H Polyurethane

Green Buff Blue

Spot Spot Full

3-4

2-3

6 hrs 5 hrs 4 hrs

30 dys 30 dys

N/A

X X X

X X X

X X X

X X

Volume Ratio

Curing Agent

Pot Life Dry at 70˚F Flash

(deg. F)

Thinner (1)

Application (2) Ventilation Cu.Ft./Gal. Temp F Humidity

Handle Hard Min. Max. Min. Max.

Dimetcote 302H Zinc Amercoat 235 Epoxy Amercoat 450H Polyurethane

77% 67% 67%

Yes Yes Yes

9 : 1 4:1 4:1

4 hrs 3 hrs 4 hrs

30 mins 5 hrs 4 hrs

6 hrs 8 hrs

T -10 T-10 # 65

12o

50% 90%

(2) No coating to be applied when substrate is within 5˚F of dew point.

Induction time is 15 min. for the Amercoat 235 epoxy at 70 ̊F Stripe coat as needed or desired.

Color to be as directed by Owners Rep.

Note; Safety colors needed and additional marking

Appendix 3

AREA SURFACE PREPARATION

Blackwater Tank Near-White blast SSPC-SP10, NACE No. 2

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time

Sq.

Ft

Amerlock 253 Epoxy

Buff Gray

Full Stripe

6 -7

6 -7

5 – 6

5 - 6

7 dy

7 dy

Volume Ratio

Curing Agent

(deg. F)

Thinner (1)

Application (2) Ventilation

81 %

1 to 1

2 hrs

24 hrs

T - 10

(2) No coating to be applied when substrate is within 8˚F of dewpoint.

Material temperature must be between 50 and 90 ̊F for workability.

Final cure is 6 days at 75 ̊F.

If maximum recoat window is exceeded roughen surface.

See additional information on Product Data Sheet.

Appendix 4

AREA SURFACE PREPARATION: Apply weldable zinc primer preconstruction primer to all new pipes, fittings and vents

Doubler Plate Power tool clean all damaged and disturbed areas to SSPC-SP-10

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time

COST per Sq.

Ft.

Theoretical Practical 20% loss Min Max Gallon

Per Sq.

Ft

Amercoat 235 Epoxy Amercoat 235 Epoxy Amercoat 450H Polyurethane

Buff Gray Color

Full Full Full

3-4

2-3

6 hrs 5 hrs 4 hrs

30 dys 30 dys

N/A

X X X

X X X

X X X

X

Volume Ratio

Curing Agent

(deg. F)

Thinner (1)

Application (2) Ventilation Cu.Ft./Gal. Temp F Humidity

Handle Hard Min. Max. Min. Max.

Amercoat 235 Epoxy Amercoat 450H Polyurethane

67% 67%

Yes Yes

4:1 4:1

3 hrs 4 hrs

5 hrs 4 hrs

8 hrs 8 hrs

T-10 # 65

(2) No coating to be applied when substrate is within 5˚F of dew point.

Induction time is 15 min. for the Amercoat 235 epoxy at 70 ̊F Stripe coat as needed or desired.

Appendix 5

NOAA R/V Sothern Journey

AREA SURFACE PREPARATION

New Plate Pre-Construction Primer Abrasive Blast all Steel to SSPC-SP10 Near White/NACE 2 with an angular blast profile of 1.5 to 3 mil.

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time

Roller Conv.

Airless Spray

Airless Spray

@30% loss Min Max Nozzle Fan

Sigmaweld 199

.75

3 dys

Volume Ratio

Curing Agent

(deg. F)

Thinner (1)

Application (2) Ventilation Cu. Ft./Gal. Temp F Humidity

Sigmaweld 199

30%

55 to 45

2 min

(1) Thin not more than % by volume.

(2) No coating to be applied when substrate is within 5˚F of dew point.

Appendix 6

Coatings Specification PPG PROTECTIVE AND MARINE COATINGS

AREA SURFACE PREPARATION:

Lightly sand areas to be coated to ;provide sound anchor profile.

Stainless Steel

Spread Rate @ Spec.

DFT Sq. Ft. per Gal.

Overcoat Time

Sq.

Ft

Amercoat 235 Epoxy Amercoat 235 Epoxy Amercoat 450H Polyurethane

Buff Gray Color

Full Full Full

3-4

2-3

6 hrs 5 hrs 4 hrs

30 dys 30 dys

N/A

X X X

X X X

X X X

X

Volume Ratio

Curing Agent

(deg. F)

Thinner (1)

Application (2) Ventilation

Amercoat 235 Epoxy Amercoat 450H Polyurethane

4:1 4:1

3 hrs

5 hrs

# 65

(2) No coating to be applied when substrate is within 5˚F of dew point.

Induction time is 15 min. for the Amercoat 235 epoxy at 70 ̊F Stripe coat as needed or desired.

Appendix 7

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA)

STANDARD SPECIFICATION

COATING SYSTEMS FOR STEEL SURFACES

1. SCOPE. This specification contains the general requirements for surface preparation and application of the coating systems most frequently used on the steel surfaces of NOAA steel ships and boats.

2. REFERENCES

(a) SSPC: The Society for Protective Coatings Paint Application Specification No. 1 (SSPC-PA 1), “Shop, Field, and Maintenance Painting” (April 1, 2000)

(b) SSPC: The Society for Protective Coatings Paint Application Standard No. 2

(SSPC-PA 2), “Measurement of Dry Coating Thickness with Magnetic Gages” (June 1, 1996)

(c) SSPC: The Society for Protective Coatings Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, “Near-White Blast Cleaning” (September 1, 2000)

(d) SSPC: The Society for Protective Coatings Surface Joint Surface Preparation Standard

SSPC-SP 12/NACE No. 5, “Surface Preparation and Cleaning of Steel and Other Hard Materials by High-and Ultrahigh-Pressure Water Jetting Prior to Recoating” (1995)

(e) SSPC: The Society for Protective Coatings Surface Preparation Specification No. 3

(SSPC-SP 3), “Power Tool Cleaning” (November 1, 1982 Editorial Changes September 1, 2000)

(f) SSPC: The Society for Protective Coatings Surface Preparation Specification No. 1 (SSPC-SP 1), “Solvent Cleaning” (November 1, 1982 Editorial Changes September 1, 2000)

(g) SSPC: The Society for Protective Coatings Surface Preparation Specification No.

11 (SSPC-SP 11), “Power Tool Cleaning to Bare Metal” (November 1, 1987 Editorial Changes September 1, 2000)

(h) SSPC: The Society for Protective Coatings Joint Surface Preparation Standard

SSPC-SP 7/NACE No. 4, “Brush-Off Blast Cleaning” (September 1, 2000)

3. REQUIREMENTS.

3.1 General Requirements.

3.1.1 All paint application shall applied in compliance with reference (a) as reinforced and supplemented by this specification.

3.1.2 Comply with the manufacturers' printed recommendations and instructions for all aspects of handling, mixing, and application of the paint materials.

3.1.3 All paint shall be delivered to the jobsite in original, unopened containers with labels intact.

All containers shall remain unopened until required for use. Each container of paint shall be clearly marked or labeled to show paint identification, date of manufacture, batch number, analysis of contents, identification of all toxic substances, and special instructions.

3.1.4 Paint shall be used before its shelf life has expired. If a paint has no stated shelf life or is more than one year old, the manufacturer must certify in writing that the paint is suitable for use.

3.1.5 All coating thicknesses are stated in dry film thickness (DFT). All dry film thickness determinations shall be performed in accordance with reference (b).

3.1.6 Coatings shall be applied only when the following conditions are maintained:

a. Apply paint only to dry surfaces and when there is no chance of precipitation until after the paint has cured. The steel surface temperature shall be at least five degrees Fahrenheit above the dew point. The dew point can be presumed to be satisfactory if a thin, clearly defined film of water applied to the cleaned surface with a damp cloth evaporates within 15 minutes. Otherwise, the dew point shall be measured prior to painting by taking the dry-bulb temperature of the surface and the wet-bulb temperature at the jobsite.

b. The air temperature and surface temperature must both be a minimum of 45 degrees Fahrenheit at all times, unless a lower temperature is specifically authorized by the paint manufacturer's printed instructions.

c. Painting is permitted only when the humidity is less than 95 percent.

d. When paint must be applied in damp or cold weather, the steel must be painted under cover and the surrounding air and the steel heated to establish the required conditions. The steel shall remain under cover or be protected until dry or until weather conditions permit its exposure.

3.1.7 Each coat of paint shall be in a proper state of cure or dryness before the application of the succeeding coat. Paint shall be considered dry for recoating when an additional coat can be applied without the development of any detrimental film irregularities, such as lifting, wrinkling, or loss of adhesion of the undercoat.

The time interval between coating applications shall be in compliance with the manufacturer's printed instructions.

3.1.8 All paint materials shall be furnished by the Contractor and shall be applied using spray equipment, unless otherwise specified. When applying touch-up coatings to small areas disturbed by other work, brushes and rollers may be used.

3.1.9 Comply with and enforce all safety and environmental protection regulations relative to removal, disposal, mixing, and application of paints and other materials.

3.1.10 Mask, tape, cover, and otherwise protect all equipment, machinery, cables, piping, insulation, glass, furnishings, and other government materials from damage, overspray and contamination. Remove and reinstall parts and loose gear as necessary to avoid damage.

3.1.11 Plug, wrap, blank, cover, or mask all openings as needed to prevent entry of blast materials into the ship or boat and to confine blast materials inside the compartment being sandblasted. Install industrial foam filter materials on the intake and exhaust of ventilation systems which will be in use. Renew filter materials when air flow becomes restricted.

3.1.12 When surface preparation and coating of a compartment or surface is specified, included shall be all plating, frames, longitudinals, beams, stiffeners, brackets, baffles, and other structural steel members. Steel ladders in tanks, voids, and cofferdams are also to be included.

3.1.13 Surface preparation and paint application of shell plating and frames below the Load Waterline shall be accomplished only while the ship is in drydock, unless otherwise and specifically authorized.

3.1.14 Where colors are not specified in this specification, the color for coatings shall be as specified in other procurement documents or specifications.Where colors are not specified elsewhere, the colors shall be selected by the COTR or other NOAA representative responsible for acceptance of the work.

3.2 Surface Preparation.

3.2.1 Unless otherwise specified, all steel surfaces shall be prepared by sandblasting to a "near white" surface in accordance with reference (c). or prepared by "ultrahigh-pressure water jetting” to a visual surface preparation condition of WJ-2 in accordance with reference (d).

3.2.2 When other procurement documents or specifications require "power tool clean" surface preparation, the therein specified steel surfaces shall be prepared in accordance with reference (e).

3.2.3 When other procurement documents or specifications require "solvent clean" surface preparation, the therein specified steel surfaces shall be prepared in accordance with reference (f).

3.2.4 When other procurement documents or specifications require "power tool clean to bare metal" surface preparation, the therein specified steel surfaces shall be prepared in accordance with reference (g).

3.2.5 When other procurement documents or specifications require “brush-off blast cleaning” surface preparation, the therein specified steel surfaces shall be prepared in accordance with reference (h).

3.2.6 The surfaces to be painted shall have the specified surface preparation at the time of application of the paint. If the surface is degraded or contaminated subsequent to surface preparation and prior to painting, the surface shall be restored before paint application.

3.2.7 In order to prevent degradation or contamination of the prepared surfaces, the first coat of paint shall be applied as soon as possible after the surfaces have been prepared. The first coat shall always be applied the same day as surface preparation is completed. Succeeding coats shall be applied before contamination of the under surface occurs.

3.2.8 After surface preparation, surfaces shall be brushed with clean brushes, blown off with compressed air, or cleaned by vacuum to remove all traces of blast products and dust.

3.2.9 Whenever sandblasting or spray painting is specified for surface preparation of exterior steel surfaces at a Government facility, or when applicable regulations and laws prohibit release of blast materials and paint into the atmosphere, the surfaces shall be enclosed in a cover adequate to contain the blast materials and paint.

3.2.10 Cleaning and painting shall be so scheduled that detrimental amounts of dust or other contaminants do not fall on wet, newly-painted surfaces.

3.3 Coating Systems. Following acceptance of the surface preparation by the COTR, apply the coating system specified in the procurement document or detail specification and defined below. It is understood that newer coating systems have been and are being developed that may supersede the defined coating systems. The contractor may recommend application of these newer coating systems through the use of a Condition Report which is subject to acceptance by the COTR.

Appendix 8

Miscellaneous Pics

Figure 8 – Southern Journey berthed in Pascagoula, MS

Figure 9 – Southern Journey in dry dock (2015)

Figure 10 – Southern Journey in dry dock (2015)

Figure 11 – Southern Journey in dry dock (2015)

Figure 12 – Southern Journey in dry dock (2015)

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

WAD-SAP-S

SEATTLE WA 98115

7600 Sand Point Way NE

WAD-SAP

CODE 16. ADMINISTERED BYCODE

X

X

X

336611

SIZE STANDARD:

% FOR:SET ASIDE:UNRESTRICTED ORWAD-SAP-S

REQUEST FOR

PROPOSAL

(RFP)

INVITATION

FOR BID (IFB)

10. THIS ACQUISITION ISCODE

REQUEST FOR

QUOTE (RFQ)

14. METHOD OF SOLICITATION

13b. RATING

NORTH AMERICAN INDUSTRY

CLASSIFICATION STANDARD

(NAICS):

SMALL BUSINESS

03/21/2024 1200 EDJENNA TAULMAN

(No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

1305M324Q0128

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 48 OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

15. DELIVER TO

SEATTLE WA 98115

7600 Sand Point Way NE

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FREE ON BOARD

(FOB) DESTINATION UNLESS

BLOCK IS MARKED

11.

SEE SCHEDULEX

12. DISCOUNT TERMS THIS CONTRACT IS A RATED

ORDER UNDER THE DEFENSE

PRIORITIES AND ALLOCATIONS

SYSTEM - DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

(SDVOSB)

HUBZONE SMALL

BUSINESS

8(A)

WAD-SAP

WOMEN-OWNED SMALL

BUSINESS (WOSB)

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL

BUSINESS (EDWOSB)

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Period of Performance: 04/01/2024 to 05/11/2024

0001 Services, non-personal, to provide all labor, equipment and materials (unless otherwise provided herein) necessary for R/V Southern Journey repairs as required per the attached, incorporated Statement of Work.

Period of Performance: Work shall be completed by May 11, 2024.

Product/Service Code: J020

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

DATED

MICHELLE WALTON

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE (FEDERAL ACQUISITION REGULATION) FAR 52.212-1, 52.212-4. FAR 52.212-3

AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Government Use Only)

OFFER

STANDARD FORM 1449 (REV. 11/2021)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT: REFERENCE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 11/2021) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

48 2 of

1305M324Q0128 BASE

Section II - Supplies or Services and Price/Costs Section IX - Contract Clauses

Section II - Supplies or Services and Price/Costs

CLIN List

Item Number Description Quantity Unit Unit Price Amount

Services, non-personal, to provide all labor, equipment and materials (unless otherwise provided herein) necessary for R/V Southern Journey repairs as required per the attached, incorporated Statement of Work.

Period of Performance: Work shall be completed by May 11, 2024.

Award Type: Firm-fixed-price Product/Service Code: J020

Section IX - Contract Clauses

Clauses Incorporated by Reference Clause Number Clause Title

52.204-7 System for Award Management. (OCT 2018)

52.204-9 Personal Identity Verification of Contractor Personnel.

(JAN 2011)

52.204-26 Covered Telecommunications Equipment or Services- Representation. (OCT 2020)

52.204-29 Federal Acquisition Supply Chain Security Act Orders- Representation and Disclosures. (DEC 2023)

52.212-4 Contract Terms and Conditions - Commercial Products and Commercial Services. (NOV 2023)

1352.201-70 Contracting Officer's Authority. (MAR 2010) 1352.209-73 Compliance with the laws. (APR 2010) 1352.209-74 Organizational conflict of interest. (APR 2010) 1352.271-70 Inspection and manner of doing work. (APR 2010)

1352.271-72 Additional Item Requirements (AIR)-growth work (APR 2010)

1352.271-73 Schedule of work. (APR 2010) 1352.271-75 Delivery and shifting of the vessel. (APR 2010) 1352.271-76 Performance. (APR 2010) 1352.271-77 Delays. (APR 2010)

1352.271-78 Minimization of delay due to Government furnished property. (APR 2010)

1352.271-79 Liability and insurance. (APR 2010) 1352.271-80 Title. (APR 2010) 1352.271-81 Discharge of liens. (APR 2010)

1352.271-82 Department of Labor occupational safety and health standards for ship repair. (APR 2010)

1352.271-83 Government review, comment, acceptance and approval. (APR 2010)

1352.271-84 Access to the vessel. (APR 2010)

1352.271-85 Documentation of requests for equitable adjustment.

(APR 2010)

1352.271-86 Lay days. (APR 2010) 1352.271-87 Changes-ship repair. (APR 2010) 1352.271-89 Temporary services.