STATEMENT OF WORK
20 ft x 10 ft x 9 ft (1800-TL)
DOT Specification 7A Type A Container
Revision 1
February 22, 2017
Prepared by: Stephen McGaughey
APPROVALS / PRINT NAME / SIGNATUREQuality Control* / Jeff Middleton
Transportation* / Jim Portsmouth
Packaging Design Authority* / Stephen McGaughey
Fire Protection* / Thomas Kraft
Facility Engineering* / Wayne Adamek
Project Controls** / Juli Widney
Procurement *** / Carl W. Shaw
* Approval for technical content ** Approval for funding availability ***Approval for contractibility
STATEMENT OF WORK
FOR
Type A 1800-TL CONTAINER PROCUREMENT
Requisition # 297733
TABLE OF CONTENTS
1.0 INTRODUCTION / BACKGROUND 4
2.0 DESCRIPTION OF WORK – GENERAL 4
3.0 DESCRIPTION OF WORK – SPECIFIC 4
3.1 Task Description 4
3.2 Special Requirements 4
3.3 Acceptance Criteria 4
3.4 Organizational Interfaces 5
3.5 Work Not Included 5
3.6 Buyer Furnished Materials and Equipment 5
3.7 Site Coordination Requirements 5
4.0 TECHNICAL REQUIREMENTS 5
4.1 Codes and Standards 5
4.2 Specifications 6
4.3 Drawings 6
4.4 Exhibits 7
4.5 Design Changes 7
5.0 PERSONNEL REQUIREMENTS 7
5.1 Training and Qualification 7
6.0 ENVIRONMENTAL, SAFETY, HEALTH, AND QUALITY REQUIREMENTS 7
6.1 Safety Requirements 8
6.2 Quality Assurance and Control 8
6.3 Quality Assurance Procurement Requirements 8
6.3.1 Source Inspection (B16) 8
6.3.2 Nonconformance Documentation and Reporting (B22) 8
6.3.3 Identification of Age Control Items (B43) 9
6.3.4 Inspection and Test Report (B52) 9
6.3.5 Control of Graded Fasteners (B73) 10
6.3.6 Procurement of Potentially Suspect or Counterfeit (B76) 10
6.3.7 Certificate of Conformance (B79) 11
6.3.8 Recommended Spare Parts Listing (B82) 11
7.0 MEETINGS and SUBMITTALS 12
7.1 Meetings 12
7.2 Submittals 12
7.3 Final Data Package 12
8.0 DELIVERABLES, PROJECT CONTROLS, MILESTONES, AND PERFORMANCE SCHEDULE REQUIREMENTS 12
8.1 Deliverables 12
8.2 Project Controls 13
8.3 Performance Schedule 13
1.0 INTRODUCTION / BACKGROUND
This Statement of Work (SOW) is being issued for the design, fabrication, and delivery of thirty (30) DOT Specification 7A Type A 1800-TL container in support of CH2M Hill Plateau Remediation Company (CHPRC) work scope. CHPRC is a prime contractor to the Department of Energy (DOE) and all work on this SOW will be performed in support of the CHPRC contract with DOE. Thoughout this SOW, “Buyer” refers to the individual or designee with authority to make contract changes on behalf of CHPRC (i.e., the Contract Specialist or designee). Contractor or Supplier refers to anyone authorized to represent the company CHPRC has contracted with for excution of this SOW.
2.0 DESCRIPTION OF WORK – GENERAL
CHPRC requires a Contractor to design, fabricate, and deliver thirty (30) U.S. Department of Transportation (DOT) Specification 7A, Type A, carbon steel containers in accordance with the requirements of this SOW.
Contractor shall provide and manage the labor, equipment, material, and services required to complete the tasks and deliverables identified herein. The work shall be performed at the Contractor’s facilities.
The Contractor is responsible for execution of the work in accordance with the quality standards and requirements specified herein. The Contractor shall certify that the completed fabrication is a Type A Packaging and complete CHPRC-01677, Standard DOT 7A Type A Compliance Checklist.
3.0 DESCRIPTION OF WORK – SPECIFIC
3.1 Task Description
The work products and services to be provided, including any specific CHPRC standards and requirements, required for the successful completion of this work activity and includes design, fabrication, and delivery of thirty (30) DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container, and this SOW. Tasks are as follows:
Task 1 – Design for DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container
Task 2 – Fabrication, and delivery of thirty (30) DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container
Task 3 - Optional – Fabrication, and delivery of ten (10) DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container
Task 4 – Optional – Fabrication, and delivery of ten (10) DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container
Task 5 - Optional – Fabrication, and delivery of ten (10) DOT 7A Type A container(s) in accordance with the procurement specification CHPRC-01486, Procurement Specification for 20-Ft. x 10-Ft. x 9-FT. DOT Specification 7A Type A Container
3.2 Special Requirements
Completed container shall comply with 7A Type A Packaging requirements specified in 49 CFR §178.350, Specification 7A; general packaging, Type A, and certified as such by the Contractor. Gasket material shall have a minimum five-year shelf-life.
3.3 Acceptance Criteria
The acceptance criteria for the work products and services provided are identified in procurement specification CHPRC-01486 and include, but are not limited to the following:
· approval of the design,
· completed 7A Type A Compliance Checklist, CHPRC-01677,
· acceptable source inspection, exercised by the CHPRC the Buyer (or designee), and
· acceptable receipt inspection.
Further specific acceptance criteria applicable to this scope includes the 7A Type A requirements specified in 49 CFR §178.350.
3.4 Organizational Interfaces
The contractual interface for this work is the Buyer. The CHPRC Buyer Technical Representative (BTR) (or designee) will act as the technical point of contact.
3.5 Work Not Included
Loading and shipment or movement of the 7A Type A container at the Hanford Site is not included in the scope of this contract; that will be completed by the CHPRC.
3.6 Buyer Furnished Materials and Equipment
The Buyer is not responsible for providing furnished materials and equipment in performing this work scope.
3.7 Site Coordination Requirements
N/A.
4.0 TECHNICAL REQUIREMENTS
Contractor will perform all work in strict accordance with requirements, design criteria, national, state and local codes and standards, specifications, drawings, exhibits, and any other documents, which by reference are made a part of this SOW.
CHPRC reserves the right to perform source inspections before and during fabrication. Inspections will be arranged jointly by CHPRC and Contractor.
4.1 Codes and Standards
The latest version of the codes, standards, and requirements listed below are hereby incorporated into and made a part of this Contract to the extent indicated in this SOW and attachments.
Table 4.1 Codes and Standards List
Document No. / Title /AWS D1.1 / Structural Welding Code – Steel
AWS D1.3 / Structural Welding Code – Sheet Steel
AWS QC-1 / Certification of Welding Inspectors
49 CFR §172.704 / Training Requirements
49 CFR §173 / Shippers-General Requirements for Shipments and Packagings
49 CFR §173.24 / General Requirements for Packagings and Packages
49 CFR §173.410 / General Design Requirements
49 CFR §173.412 / Additional Design Requirements for Type A Packages
49 CFR §178.350 / Specification 7A; general packaging, Type A
49 CFR §393 / Parts and Accessories Necessary for Safe Operation
49 CFR §393.104(c) / Vehicle Structures and Anchor Points
4.2 Specifications
The latest version of the specifications listed below, are hereby incorporated into and made a part of this Contract to the extent indicated in this SOW and attachments.
Table 4.2 Specifications List
Specification No. / Title /ANSI C1018 / General Purpose Carbon Steel
ASTM A1011 / Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength
ASTM A105 / Standard Specification for Carbon Steel Forgings for Piping Applications
ASTM A108 / Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished
ASTM A36 / Standard Specification for Carbon Structural Steel
ASTM A449 / Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use
ASTM A500 / Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural tubing In Rounds and Shapes
ASTM A563 / Standard Specification for Carbon and Alloy Steel Nuts
ASTM A572 / Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
ASTM A992 / Standard Specification for Structural Steel Shapes
ASTM D1056 / Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubber
ASTM D2000 / Standard Classification System for Rubber Products in Automotive Applications
CHPRC-01486 / Procurement Specification for 20-ft. x 10-ft. x 9-ft. DOT Specification 7A Type A Container
4.3 Drawings
The Contractor shall provide copies of the as-built drawings used to fabricate the 7A Type A container as specified in CHPRC-01486. The drawing(s) must show and/or include the general container assembly, design/fabrication notes, and a bill of material/parts list at a minimum. Fabrication cut sheets are not required to be provided.
4.4 Exhibits
The Forms shown in the following table are hereby incorporated into and made a part of this Contract.
Table 4.4 Exhibits List
Form No. / Title /Form A-6004-757 / Contractor Document Submittal
Form A-6004-833 / Request for Clarification/Information (RCI)
4.5 Design Changes
Once a design is approved by the Buyer, design media changes must be made using the Request for Clarification/Information (RCI) process.
Any proposed changes (materials, welding, dimensions, finish, fit, function, etc.) to Buyer or Contractor design media must be approved by the Buyer. The Contractor shall submit a copy of their change (e.g., redline) process to the Buyer for approval. If the Contractor’s change process has previously been approved by the Buyer, the Contractor may submit a statement declaring that it has been previously approved and that it has not changed. Any redline changes shall be approved and initialed by a Buyer’s Design Authority (or designee) prior to execution of the change.
5.0 PERSONNEL REQUIREMENTS
5.1 Training and Qualification
A. Task specific or unique training or qualifications required for this task includes hazmat employee training in accordance with 49 CFR §172.704, Training Requirements.
B. The Contractor shall provide appropriately trained and qualified staff to perform the type of work specified.
6.0 ENVIRONMENTAL, SAFETY, HEALTH, AND QUALITY REQUIREMENTS
The Contractor shall perform work safely, in a manner that ensures adequate protection for employees, the public, and the environment, and shall be accountable for the safe performance of work. The Contractor shall comply with, and assist CHPRC in complying with Environmental, Safety, Health, and Quality (ESH&Q) requirements of all applicable laws, regulations and directives.
The Contractor shall flow down ESH&Q requirements to the lowest tier subcontractor performing work, commensurate with the risk and complexity of the work.
6.1 Safety Requirements
The Contractor shall comply with their facility specific safety requirements in the execution of this work.
6.2 Quality Assurance and Control
The Contractor is responsible for performing quality work in compliance with the requirements of this contract. The Contractor is responsible to pass down to any sub tier contractor the applicable requirements of this contract. The Contractor must allow access to their facility, work site, or sub-contractors facility or worksite at any time during this contract for CHPRC personnel to perform inspections or surveillances.
6.3 Quality Assurance Procurement Requirements
The Contractor shall comply with the Hanford Site Procurement Quality Clauses listed in Table 6.3.
Table 6.3 Procurement Quality Clause List /QA Clause / Description /
B16 / Source Inspection
B22 / Nonconformance Documentation and Reporting
B43 / Identification of Age Control Items
B52 / Inspection and Test Report
B73 / Control of Graded Fasteners
B76 / Procurement of Potentially Suspect or Counterfeit Items
B79 / Certificate of Conformance
B82 / Recommended Spare Parts Listing
6.3.1 Source Inspection (B16)
All items are subject to inspection at the Contractor's facility or Contractor's subcontractor's facility by a Buyer's quality assurance/quality control representative. Contractor shall notify Buyer at least 5 working days in advance of the time items will reach any inspection hold point established by the Buyer in the procurement package.
6.3.2 Nonconformance Documentation and Reporting (B22)
All non-conformances identified at the Supplier's facility with a proposed disposition of "Accept" or "Repair" shall be approved by the Buyer before any corrective action is taken by the Supplier on the nonconformance.
Accept: A disposition that a nonconforming item will satisfactorily perform its intended function without repair or rework.
Repair: A disposition requiring the processing of a nonconforming item so that its characteristics meet the requirements listed in the disposition statement of the nonconformance report.
A Supplier Nonconformance exists when;
(1) A Purchaser’s technical or material requirement, or a requirement in a Purchaser approved Supplier document is violated; and
(2) The nonconformance cannot be corrected by continuation of the original manufacturing process or by rework; or
(3) The item does not conform to the original requirement but can be restored to a condition such that the capability of the item to function is unimpaired.
Non-conformances shall be documented by the Supplier on the Supplier's nonconformance form. After documenting the nonconformance, disposition and technical justification, the form shall be forwarded to the Buyer.
After the recommended disposition has been evaluated by the Buyer, the form shall be returned to the Supplier with a disposition of approval or rejection. The Supplier may take corrective action on the nonconformance only after the form is approved.
The Supplier's nonconformance form shall be shipped with the affected item.
6.3.3 Identification of Age Control Items (B43)
The Supplier shall identify each item, assembly, package, container, or material, having limited shelf life, with the cure date or date of manufacture and the expiration date. The Supplier shall specify any storage temperatures, humidity and environmental conditions which should be maintained. Material shall NOT be furnished having less than 75 percent of total shelf life available at time of shipment.
6.3.4 Inspection and Test Report (B52)
The Contractor shall submit legible, reproducible copies of Inspection/Test Reports.