chprc.hanford.gov€¦ · Web viewSpecification No. Title ANSI C1018 General Purpose Carbon Steel ASTM A1011 ... In Rounds and Shapes ASTM A563 Standard Specification for ... (Word,

STATEMENT OF WORK20 ft x 10 ft x 9 ft (1800-TL)

DOT Specification 7A Type A Container

Revision 0

February 16, 2017

Prepared by: Stephen McGaughey

APPROVALS PRINT NAME SIGNATURE

Quality 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

Page 1 of 17



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

Page 2 of 17



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

Page 3 of 17



1.0 INTRODUCTION / BACKGROUNDThis 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 DescriptionThe 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

3.2 Special Requirements

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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 CriteriaThe 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 IncludedLoading 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 EquipmentThe Buyer is not responsible for providing furnished materials and equipment in performing this work scope.

3.7 Site Coordination RequirementsN/A.

4.0 TECHNICAL REQUIREMENTSContractor 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 StandardsThe 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.

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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 SpecificationsThe 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,

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Specification No. Title

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 DrawingsThe 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 ExhibitsThe 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

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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 REQUIREMENTS5.1 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 RequirementsThe Contractor shall comply with their facility specific safety requirements in the execution of this work.

6.2 Quality Assurance and ControlThe 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 RequirementsThe Contractor shall comply with the Hanford Site Procurement Quality Clauses listed in Table 6.3.

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Table 6.3 Procurement Quality Clause List

QA Clause Description

B16 Source InspectionB22 Nonconformance Documentation and ReportingB43 Identification of Age Control ItemsB52 Inspection and Test ReportB73 Control of Graded FastenersB76 Procurement of Potentially Suspect or Counterfeit ItemsB79 Certificate of ConformanceB82 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.

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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.

The report(s) shall include the following:

1. Identification of the applicable inspection and/or test procedure utilized.

2. Resulting data for all characteristics evaluated, as required by the governing inspection/test procedure.

3. Traceability to the item inspected/tested, (i.e., serial number, part number, lot number, etc.).

4. Signature of the Contractor's authorized representative or agency which performed the inspections/tests.

One copy of the documentation, unless otherwise specified, shall accompany the applicable item(s) shipped.

6.3.5 Control of Graded Fasteners (B73)The provisions stated below are the minimum DOE requirements for high strength graded fasteners produced in compliance with national consensus standards (e.g., SAE, ASTM, ASME).

1. Fasteners shall exhibit grade marks and manufacturer's identification symbols (headmarks) as required in the specifications referenced in the Contract Order.

2. Any fasteners supplied with headmarks matching those displayed on the attached Suspect/Counterfeit Fastener Headmark list, or facsimiles thereof, shall be deemed to be unacceptable under the terms of this Contract Order.

Suspect Bolt Head Marking Card

3. When requested by the Buyer, the Contractor shall provide a legible and reproducible copy of the manufacturer's Certified Material Test Report (CMTR). These CMTRs shall report the values of the actual chemical and physical tests performed on the represented fastener lot/material heat. Fastener packaging/labeling shall be traceable by lot number or other positive means to the CMTRs.

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http://prc.chprc.rl.gov/rapidweb/QA/docs.cfm/12/docs/SSandCS_Headmarks.pdf



4. Fasteners shall be inspected to verify compliance with the Contract Order requirements. Additionally, fasteners may also be subjected to destructive testing.

5. When requested by the Buyer, the Contractor shall provide a Certificate of Conformance (CoC) which must certify conformance and traceability of supplied materials to the subject Contract Order. The document must be legible and reproducible.

6.3.6 Procurement of Potentially Suspect or Counterfeit (B76)Notwithstanding any other provisions of this agreement, the Contractor warrants that all items provided to the Contractor shall be genuine, new and unused unless otherwise specified in writing by the Contractor. Contractor further warrants that all items used by the Contractor during the performance of work for the Hanford Site, include all genuine, original, and new components, or are otherwise suitable for the intended purpose. Furthermore, the Contractor shall indemnify the Contractor, its agents, and third parties for any financial loss, injury, or property damage resulting directly or indirectly from material, components, or parts that are not genuine, original, and unused, or not otherwise suitable for the intended purpose. This includes, but is not limited to, materials that are defective, suspect, or counterfeit; materials that have been provided under false pretenses; and materials or items that are materially altered, damaged, deteriorated, degraded, or result in product failure.

Types of material, parts, and components known to have been misrepresented include (but are not limited to) fasteners; hoisting, shackles, turnbuckles, cable clamps, wire rope, rigging, and lifting equipment; cranes; hoists; valves; pipe and fittings; electrical equipment and devices; plate, bar, shapes, channel members, and other heat treated materials and structural items; welding rod and electrodes; and computer memory modules. The Contractor's warranty also extends to labels and/or trademarks or logos affixed, or designed to be affixed, to items supplied or delivered to the Contractor. In addition, because falsification of information or documentation may constitute criminal conduct, the Contractor may reject and retain such information or items, at no cost, and identify, segregate, and report such information or activities to cognizant DOE officials.

Contractor shall provide a written statement that “all items furnished under this Contract Order are genuine (i.e., not counterfeit) and match the quality, test reports, markings and/or fitness for use required by the Contract Order.

The statement shall be on Contractor letterhead and signed by an authorized agent of the Contractor.

Any materials furnished as part of this Contract Order which have been previously found to be suspect/counterfeit by the DOE shall not be accepted.

For further information on suspect/counterfeit items, reference the DOE Guidance at: http://www.hss.doe.gov/sesa/corporatesafety/sci/index.html.

Additional information may also be found by referring to: Managing Suspect and Counterfeit Items (SCI) in the Nuclear Industry; International Atomic Energy Agency Guide IAEA-TECDOC-1169.

6.3.7 Certificate of Conformance (B79)The Contractor shall provide a legible/reproducible CoC. Contractor’s authorized representative responsible for quality shall sign the CoC.

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http://www-pub.iaea.org/MTCD/Publications/PDF/te_1169_prn.pdf

http://www.hss.doe.gov/sesa/corporatesafety/sci/index.html



This CoC shall, as a minimum:

1. Identify the appropriate Contract Order number under which the material, equipment, item or service is being supplied.

2. Each Order/shipment shall include a CoC unique to that shipment.

3. The quantity of each Line Item shipped shall be identified on the CoC.

4. The CoC shall identify the specific procurement requirements to be met by the purchased item or service. The procurement requirements identified shall include any approved changes, waivers, or deviations applicable to the item or service.

5. The CoC shall be signed or otherwise authenticated by a Contractor’s representative who is responsible for this QA function and whose responsibilities and position are described in the Contractor’s QA program.

One copy of the documentation, unless otherwise specified, shall accompany the applicable item shipped. For subsequent shipments on this Contract Order, reference may be made to documentation provided with earlier shipments, instead of duplicating such documentation.

6.3.8 Recommended Spare Parts Listing (B82)The Contractor shall submit, with or prior to item shipment, a recommended spare parts list. The list shall provide the name and address of the original supplier of the replacement part, and the part's drawings, specification, or catalog identity including applicable change or revision information.

7.0 MEETINGS AND SUBMITTALS7.1 Meetings

Contractor shall participate in the following meetings:A. Project Kickoff meeting. This meeting will be held after contract award to review contract

requirements and processes, establish protocols for communications and interfaces, introduce key personnel and their roles and responsibilities, and review the project schedule. The agenda for the meeting will be provided by the Buyer.

B. Weekly Progress meeting. This meeting will be coordinated with the Contractor to occur at a day/time acceptable to both the Buyer and the Contractor. The Contractor shall provide a two-week “look ahead” schedule, updated weekly, one day prior to each scheduled meeting

C. Any other meetings requested by the Buyer during the course of work as necessary.

The person or persons designated by the Contractor to attend all meetings shall have all required authority to make decisions and commit Contractor to technical decisions made during meetings.

7.2 SubmittalsA. The required submittals for this contract are listed in Attachment 1, Submittal Register.

B. The Contractor submittals identified herein on the Submittal Register shall be submitted by the Contractor using the Contractor Document Submittal Form (CDSF) A-6004-757 (available at

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http://chprc.hanford.gov/page.cfm/SubmittalsFormsDocs). Instructions for completion of the CDSF are included with the form. In addition, send a copy of each submittal to the Buyer.

C. If the Contractor is using submittals previously approved by the Buyer, the Contractor may declare no changes have taken place since last submittal and ask for approval based on previous referenced submittal.

7.3 Final Data PackageThe Contractor shall prepare a final data package containing the quality records listed in CHPRC-01486 and the attached submittal register. All documents shall be legible and reproducible to the third generation.

8.0 DELIVERABLES, PROJECT CONTROLS, MILESTONES, AND PERFORMANCE SCHEDULE REQUIREMENTS

8.1 DeliverablesDeliverables under this SOW include the carbon steel 7A Type A packaging along with the Buyer approved documentation package that includes 7A Type A certification and completed 7A Type A Packaging Compliance Checklist, gasket material with a minimum five-year shelf-life, and delivery (see Section 3 for specific deliverables). Delivery location is the 234-5Z 212Z Storage Area at the Plutonium Finishing Plant, 200 West Area of the Hanford Site approximately 25 miles north of Richland, Washington.

8.2 Project ControlsThe Contractor shall provide a detailed baseline schedule covering activities for duration of Contract. The schedule should be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the contract period of performance. Identify critical path activities, including logical sequence and relationship of activities for engineering, design, submittals, procurement, fabrication, inspection, testing, and delivery for work covered by Contract.

8.3 Performance ScheduleThis contract will be effective from time of award through May 1, 2017.

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http://chprc.hanford.gov/page.cfm/SubmittalsFormsDocs



[Continued next page]

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ATTACHMENT 1 - Submittal Register STATEMENT OF WORK20 ft x 10 ft x 9 ft (1800-TL)


The Contractor shall meet the required schedule and provide the documents specified in accordance with the following submittals.

Contract Number and Name: Revision: 0

1.

No.

2.

Type, and Number of

Copies

3.

Technical Submittal

4.

Vendor Information

5.

Description / Document Title

6.

Submittal Date(Calendar Days)

7.

ApproverOrganizations

8.

CHPRC Review Time

(Work Days)

9.

Contract Paragraph or Requirement

Reference

1AP,

MFC/PDFNo No Manufacturing and Testing Schedules A + 5 days

QA, Engineering

3 days PS 7.2; SOW 8.2

2 APW, MFC Yes YesRequest for Clarification/Information (RCI) as required

As NeededQA,

Engineering3 days SOW 4.4 & 4.5

3 APW, PDF Yes YesNDE Personnel Qualification and Certification Records (includes CWI)

15 days PF QA 3 days PS 6.5PS 6.5

4 APW, PDF Yes YesWelder/Welding Operator Qualifications

15 days PF QA 3 days PS 6.5

5 APW, PDF Yes Yes Weld Procedure Qualifications 15 days PF QA 3 days PS 6.5

6 MFC/PDF No NoTraining requirements (49 CFR 172.704)

10 days PF QA 3 days SOW 5.1

7AP,

MFC/PDFYes Yes

Standard DOT 7A Type A Packaging Compliance Checklist (CHPRC-01486)

5 days PF Engineering 3 days SOW 2.0 & 8.1

8APW,

MFC/PDFYes Yes Drawing Redline Markups

Prior to Implementation

QA, Engineering

3 days SOW 4.5

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9APW,

MFC/PDFYes Yes

Nonconformance reports (other than repair of welds)


QA 3 daysSOW 6.3.3;

PS 7.3.3 & 6.5

10APW,

MFC/PDFYes Yes Coating Specification


Engineering 3 days PS 2.9 & 7.2

11AP,

MFC/PDFYes Yes

Data Package (Completed Traveler, Inspection and Test Reports, CMTRs, Shelf Life, Spare Parts List, etc.)

EC + 7 daysQA,

Engineering3 days

SOW 7.3;

PS 7.4

12AP,

MFC/PDFYes Yes Certificate of Conformance EC + 7 days

QA, Engineering

3 daysSOW 6.3.5;

PS 6.5 & 7.4

1. Typically a numerical sequence (i.e., 1, 2, 3,…). However, other numbering systems may also be used.

2. Submittal type, number of copies and format:

APW = Approval Required Prior to Work (CHPRC must approve the Contractor’s submittal prior to the Contractor being authorized to proceed with any activity/work associated with the submittal).AP = Approval Required (CHPRC must approve the Contractor’s submittal, however, work associated with the submittal may proceed prior to CHPRC approval).

Format: Describes the type of submittal required (electronic or printed):

DWG An AutoCAD drawing using the Hanford standard formatting (See CHPRC-00263, Off-Site Vendor Instructions for the Preparation and Control of Engineering Drawing).MFC Microsoft Format Compatible application (Word, Excel, Access, PowerPoint)P3 A Primavera Project Planner scheduleGEN General or Open Format/Media PDF Adobe Acrobat (Portable Document Format)

3. Technical submittals are Engineering or Quality affecting submittals. A Yes in this column designates the need for formalized comments, and a formalized comment disposition process by the Contractor. Examples of Technical Submittals would include Engineering or Fabrication Drawings, or Certificates of Conformance.

4. Vendor Information for project record purposes.

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5. Description / Document Title. Describe submittal.

6. Required submittal date or its relationship to project milestones. Examples are July 14, 2009, or Award + 15 days, Contract Completion +30 days.

A Date of Award

EC End of ContractPE Prior to Execution

PF Prior to Fabrication

7. Approver Organization. Examples are Construction Manager, Safety, Quality, Radiation Protection, and Waste Management.

8. The number of Work Days required for review of the submittal.

9. Contract Reference: Cross reference to the Contract requirement that defines this submittal:

SOW Statement of Work

PS Procurement Specification

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Documents

chprc.hanford.gov€¦ · Web viewSpecification No. Title ANSI C1018 General Purpose Carbon Steel ASTM A1011 ... In Rounds and Shapes ASTM A563 Standard Specification for ... (Word,