N00244-25-Q-S022 SPECIFICATION.pdf

SPECIFICATIONS

US Navy Advanced Welding School Material procurement and machining Services For Surface Warfare Schools Command (SWSC), Learning Site, San Diego

General Information

1.0 General: This is to provide the procurement and preparation of Steel materials in support of the Advanced

Welding School. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide steel and machine those materials as defined in this specification in two deliveries.

1.2 Background: T h e Advanced Welding School trains personnel in the Hull Maintenance Technician (HT) rating in the necessary technical knowledge and skills needed to perform the following:

• Pre-heat, post-heat and stress relief operations

• Qualification projects with shielded SMAW HY-80 Plate, CFE Plate and Pipe with a permanent backing ring

• Gas Tungsten Arc Welding (GTAW) on CFE and Stainless-Steel pipe fitted with a consumable insert

Course requirements are in accordance with NAVSHIPS Technical Manual S9086-CH-STM-O 10/074 Vol I that includes critical NDT of student welding projects needed for welding qualifications. Graduates will be qualified to weld categories A, B, C, D and E welds, earning NEC HT U53A. Advanced Welding course is 70 Instructional Days long (average 14 weeks), convenes three (3) classes per Fiscal Year and seats a maximum of 15 Students per class.

1.3 Objectives: To procure steel material machined to specification to support the welding projects

1.4 Scope: The contractor shall provide machined steel to support welding projects for Sailors to practice welding techniques in support of the Advanced Welding Course of Instruction.

1.5 Deliverables

Total Quantity Delivery 11 Jul 2025 Delivery 26 Sep 2025

3 FOR 1 Practice assembly plates

3/8 inch carbon steel plate 3”x6”;

180 3”x6” beveled plates 60 120

3 FOR 1 Practice assembly backing strip

¼” carbon steel 1 ½”x 8” strip;

180 1 ½”x8” backing strips 60 120

B1V.1 Qualification Test (Tests 1 thru 3)

3/8 inch carbon steel plate 6”x6”;

810 6”x6” beveled plates 270 540

B1V.1 assembly backing strip

135 1 ½”x8” backing strips 45 90

P-3 Qualification (Tests 4 & 5)

2 ½” schedule 160 carbon steel pipe (8” minimum length);

540 beveled pipes 180 360

P-3 Backing Ring (Tests 4 & 5)

2” schedule 160 carbon steel pipe;

270 backing rings 90 180

P-14 (SMAW) Qualification (Tests 6 & 7)

1” schedule 80 carbon steel pipe (12” minimum length);

540 12” pipes 180 360

P-14 (GTAW) Qualification (Tests 8 & 9)

1/2” schedule 40 carbon steel pipe (12” minimum length);

540 12” pipes 180 360

P-73 (CFe) Qualification (Tests 10 & 11)

1” schedule 80 carbon steel pipe (8” minimum length);

P-73 (CRES) Qualification (Tests 12 & 13)

1” schedule 80 stainless steel pipe (8” minimum length);

540 900, beveled pipes 180 360

180 1 ½”x8” backing strips 60 120

B1V.1 assembly backing strip

162 1 ½”x8” backing strips 54 108

1.6 Quality Assurance: The government shall evaluate the contractor's performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan focuses on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance 1.2 standards are applied, the frequency of surveillance, and the minimum acceptable defect rates.

1.7.2 Place of Performance: The items shall be delivered to Naval Base, San Diego (NBSD) (Wet side), Building 3418, Room 206. The first delivery shall be before July 11, 2025. The remaining machined material will be delivered before 26 September 2025.

1.7.3 Type of Contract: The government will award a Firm Fixed Price (FFP).

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. DEFINITIONS:

2.1.1. CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2. CONTRACTING OFFICER. A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.3. CONTRACTING OFFICER’S REPRESENTATIVE. An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4. DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the PWS.

2.1.5. DELIVERABLE. Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6. PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.7. QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.8. QUALITY ASSURANCE Surveillance Plan (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.9. QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.10. SUBCONTRACTOR. One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.11. WORKDAY. A workday is 7:00 AM to 3:00 PM for a total of eight hours. No overtime is allowed for this requirement.

2.1.12. WORK WEEK. Monday through Friday, 7:00 AM to 3:00 PM for a total of 40 hours.

2.2. ACRONYMS:

ACOR

COR

DFARS

DMDC

DOD

FAR

KO

POC

PRS

PWS

QA

QAP

QASP

QC

QCP

TA

SWOS

Alternate Contracting Officer's Representative Contracting Officer Representative

Defense Federal Acquisition Regulation Supplement Defense Manpower Data Center Department of Defense Federal Acquisition Regulation

Contracting Officer Point of Contact Performance Requirements Summary Performance Work Statement Quality Assurance Quality Assurance Program Quality Assurance Surveillance Plan Quality Control Quality Control Program Technical Assistant Surface Warfare Officer School

PART 3

GOVERNMENT FURNISHED ITEMS AND SERVICES

3. GOVERNMENT FURNISHED I TE M S AND SERVICES:

3.1 Materials: None

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND SERVICES:

4.1 Materials:

Total Quantity

Delivery Quantity 11 Jul

Delivery Quantity 26 Sep

3 FOR 1 Practice assembly plates 3/8 inch carbon steel plate 3”x6”;

180 3”x6” beveled plates 60 120

3 FOR 1 Practice assembly backing strip ¼” carbon steel 1 ½”x 8” strip;

180 1 ½”x8” backing strips 60 120

B1V.1 Qualification Test (Tests 1 thru 3) 3/8 inch carbon steel plate 6”x6”;

810 6”x6” beveled plates 270 540

B1V.1 assembly backing strip ¼” carbon steel 1 ½”x 8” strip;

135 1 ½”x8” backing strips 45 90

P-3 Qualification (Tests 4 & 5) 2 ½” schedule 160 carbon steel pipe (8” minimum length);

540 beveled pipes 180 360

P-3 Backing Ring (Tests 4 & 5) 2” schedule 160 carbon steel pipe;

270 backing rings 90 180

P-14 (SMAW) Qualification (Tests 6 & 7) 1” schedule 80 carbon steel pipe (12” minimum length);

540 12” pipes 180 360

P-14 (GTAW) Qualification (Tests 8 & 9) 1/2” schedule 40 carbon steel pipe (12” minimum length);

540 12” pipes 180 360

P-73 (CFe) Qualification (Tests 10 & 11) 1” schedule 80 carbon steel pipe (8” minimum length);

P-73 (CRES) Qualification (Tests 12 & 13)

1” schedule 80 stainless steel pipe (8” minimum length);

540 900, beveled pipes 180 360

180 1 ½”x8” backing strips 60 120

B1V.1 assembly backing strip

162 1 ½”x8” backing strips 54 108

PART 5

SPECIFIC TASKS

5. SPECIFIC TASKS:

6.

PART 6

APPLICABLE

PUBLICATIONS

7. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

7.1. Following is list of publications that are applicable in the performance of this contract:

6.1.1 S9074-AQ-GIB-O 10/248 Requirements for Welding and Brazing Procedure and

Performance Qualification.

TEST PROJECTS AND AMOUNTS

Test 1 – 3 (B1V.1 HORZ/VERT/OVHD)

Plate, 3/8 inch Carbon Steel, eighteen (18) plates per Student totaling 324 plates per class. Three classes per year totaling 972 plates, Plus 10% overage.

(IAW ENCL 2, PG 4.)

Test 4 & 5 (P-3 VERT/HORZ)

P-3 Pipe, 2 ½ inch Carbon Steel schedule 160, twelve (12) pipes per Student totaling 216 pipes per class. Three classes per year totaling 648 pipes, Plus 10% overage.

(IAW ENCL 2, PG 6.)

Test 4 & 5 (P-3 BACKING RING VERT/HORZ)

P-3 Pipe, 2 ½ inch Carbon Steel schedule 180, nine (9) backing rings per Student totaling 162 backing rings per class. Three classes per year totaling 162 backing rings, Plus 10% overage. (IAW ENCL 2, PG 7.)

Test 10 & 11 (CFE P-73 VERT/HORZ)

Pipe, 1-inch Carbon Steel schedule 80, twelve (12) pipes per Student totaling 216 pipes per class.

Three classes per year totaling 648 pipes, Plus 10% overage.

(IAW ENCL 2, PG 5.)

Test 12 & 13 (CRES P-73 VERT/HORZ)

Pipe, 1-inch Stainless Steel schedule 80, twelve (12) pipes per Student totaling 216 pipes per class. Three classes per year totaling 648 pipes, Plus 10% overage.

(IAW ENCL 2, PG 5.)

Enclosure (1)

MACHINE SPECIFICATIONS AND TOLERANCES

Enclosure (2)

MIL-STD-22D

NOTE 5. The depth of counterbore may be obtained by machining, expanding, or forming and shall be 1/2 inch (minimum) or T (minimum whichever is larger to insure proper pipe inside diameter in way of joint.