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STATEMENT OF WORK

Requisition #: 317325

Title:105KE SAFE STORAGE ENCLOSURE -

DESIGN MODIFICATIONS

Revision Number: 0

Date: January 24, 2019

of 25 105KE Safe Storage Enclosure Design Modifications 10/15/2018

CHPRC

PART 1 – GENERAL

1.1 INTRODUCTION / BACKGROUND

As a prime contractor to the U.S. Department of Energy (DOE), CH2M Plateau Remediation Company (CHPRC) is focusing on the safe, environmental cleanup of the Central Plateau of DOE’s Hanford Site. CHPRC’s scope of work includes treatment and disposal of various radioactive waste streams and groundwater, management of spent nuclear fuel, disposal or disposition of nuclear materials and non-reactor nuclear facilities, and environmental remediation activities currently funded through DOE’s Office of Environmental Management.

This Statement of Work (SOW) identifies the Contractor’s scope as it relates to Architect Engineer (AE) services and minor design changes of the 105KE Reactor Safe Storage Enclosure (SSE) for the 105KE Interim Safe Storage (ISS) Project at the 100K Area of the Hanford Site.

1.2 DESCRIPTION OF WORK - GENERAL

This contract includes AE design support as part of the 105KE ISS project. The ultimate objective of the ISS project is to construct a free-standing SSE over the existing 105KE Reactor building, including associated lighting, handrails, guardrails and inspection portals in the 105KE Reactor building per a currently approved design.

The AE Contractor shall provide technically qualified person(s) to perform the tasks described in this SOW. Unless otherwise approved, the Contractor shall work in accordance with CHPRC contract requirements (flow down), operating policies and procedures and shall be responsible for execution of the work in accordance with the quality standards and requirements specified for this project and facility.

1.2.1 The partially demolished 105KE building is in the 100K Area of the Hanford Site and is located approximately 40 road miles north of Richland, Washington – Exhibit 1. AE Contractor work scope will be performed primarily at their offices.

1.2.2 Work consists of:

Reviewing the 2012 SSE design documents, performing additional calculations, developing memoranda and updating the design drawings and documentation, as specified in this SOW.

1.3 DESCRIPTION OF WORK – SPECIFIC

The AE Contractor will accept the role of AE and prepare design modifications to an existing design to enable construction of the 105KE SSE, a freestanding structure that will enclose the remaining 105KE building. The SSE will consist of a structural steel framing system with metal roofing and siding panels, and a reinforced concrete grade beam foundation system. As designed,


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the exterior walls of the SSE will be approximately 145.5 ft. x 153.25 ft. x 123 ft. tall (approx. 22,200 sq. ft.) – Exhibit 2.

The AE contractor shall furnish all necessary labor, supervision, materials, tools, services, equipment, consumables, and payment of any applicable taxes to perform the work as defined in this SOW. Labor includes participation of Contractor’s employees in training required by Contract. The Contractor shall procure/lease all needed equipment unless identified as supplied by others. The Contractor shall verify and validate field conditions in accordance with design drawings and construction project technical specification.

1.3.1 Included Work: The following identifies major work elements only.

a. Provide and manage labor, equipment, material, and services required to complete specified design scope, prior to the start of SSE construction. Labor includes participation of Contractor’s employees in training, as required by Contract to support site walkdowns within the 105KE building.

b. Specific tasks to be performed under this work scope include the following:

1. Task 1: Review the original and Draft Revision 1 of the SSE technical specifications document 1K-054-ISS-C1 (Exhibit 3) for the project to validate that documents are in compliance with the Code of Record documents listed in DD-53559, Functional Design Criteria (FDC) (Exhibit 4). Results of the review shall be reflected in revisions of the drawings and applicable sections of the technical specifications document, as noted below.

2. Task 2: Confirm various soil quantities based on 2/28/18 survey data, drawing H-1-97131 and the Geotechnical Report provided in Exhibit 5. AE’s confirmation or revisions to this information shall be provided in a technical memo/calculation which will show the following:

i. Volume of soil to be removed to provide work area at -20’ elevation around 105KE building (from 2/28/18 survey) as a base to start placement of compacted structural fill;

ii. Volume of compacted structural fill needed to meet dimension requirements in the Geotechnical Report; and

iii. Volume of compacted common borrow fill to meet the requirement from site grading plan drawing H-1-97131 and the new access ramp / driveway noted in 1.3.1.d.5 below.

3. Task 3: Update the Material Schedule for equipment and materials for the surveillance lighting system and receptacles in the 105KE Reactor building based on the requested changes herein.

c. Changes and additions to the current design include:

1. Task 4: Provide revised drawings to effectively move the entire SSE structure approximately 3 feet to the south and incorporate the location of the 199-K-222


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groundwater monitoring well into SSE design drawings. Relocation is needed to avoid overlap of the SSE grade beam and the monitoring well pad. See Exhibit 6 for well location relative to the grade beam in the 2012 design.

i. Include survey control points on design drawings to establish grade beam location relative to the 105KE building and the 199-K-222 groundwater monitoring well.

ii. With the information provided in the Exhibit 5 Geotechnical Report, develop horizontal and vertical clearance criteria to allow grade beam placement adjacent to the discharge chute stub walls depicted in Exhibit 6, Discharge Chute Interface. The exact “as left” dimensions of the stub walls are unknown.

iii. Confirm that relocating the grade beam does not impart unacceptable loads on subgrade openings designed and installed by others in prior years. Lists of subgrade openings are included in the design drawings and the Exhibit 5 Geotechnical Report.

iv. Develop design requirements (for work by others) to specify monitoring well pad elevation is to match final grade after SSE construction. Include design requirements in a new section of the revised SSE technical specifications document 1K-054-ISS-C1 and identify as requirements in the applicable drawings.

2. Task 5: Design/incorporate a vestibule within the southwest corner of the SSE as shown in Exhibit 7. Provide new or revised specification section(s), drawings and other design documentation to implement this new design. This vestibule will also:

i. house electrical distribution equipment (e.g. breakers, switches) for lights and receptacles throughout the SSE and 105KE building,

ii. include the required overhead lights to meet the Functional Design Criteria (DD-49286) illumination requirements and eight 4-plex convenience receptacles spaced along the North, East and West walls to support SSE inspections in the future, and

iii. provide open space to support donning / doffing PPE and associated survey station(s).

3. Task 6: Confirmation and possible revision of drawings H-1-97161 and H-1-97162 that identify the exhaust duct material currently specified for acceptability when compared to the expected foundation loads and calculation method specified in the Geotechnical Report for the project. Deliverable is expected to be a memo with documented calculations and revised drawings if changes are deemed necessary.


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4. Task 7: Confirmation or recommended change of groundwater monitoring well 199-K-222 casing materials (from grade to -20 feet, within the compacted structural fill) currently specified for acceptability, when compared to the expected foundation loads and calculation methods specified in the Geotechnical Report for the project. Current well casing information is found in Exhibit 8. Deliverable is expected to be a calculation and memo for use by others during well re-construction planning.

5. Task 8: Revise drawing H-1-97131 to add a 40’ wide soil driveway to access the SSE pad from the southwest, starting at the elevation of the railroad tracks south of the 105KE building.

6. Task 9: Remove the Utility Shed and all remote monitoring system equipment from all drawings and notes in the SSE design documentation.

7. Task 10: Review technical specifications document 1K-054-ISS-C1, established for the 2012 design. Update the specification as needed to ensure it covers all of the planned project work. Specific items for review / action include:

i. Include Galvalume or similar corrosion resistant roofing, siding and all closure materials such as flashing, corners, roof edges, vents, etc. See Exhibit 9 attached for typical acceptable materials. “Almond” color is to be specified for both siding and roofing.

ii. Add electrical distribution and lighting equipment specified in the FDC.

iii. Specify well pad elevation as described in Section 1.3.1.c.1.iv.

8. Task 11: Update the lighting design and develop new drawings as necessary to meet the requirement illumination levels, using LED lights and fixtures, for inspection routes within the 105KE building and the annular space between the SSE and the 105KE building. Illumination level requirements are specified in the FDC. Develop construction specification section(s) and drawings as needed.

9. Task 12: Add additional convenience receptacles in new or existing drawings at the following locations:

i. one adjacent to each “inspection port” installed in the transite walls (by others) (up to eleven locations at 40’, 52’, 66’, and 92’);

ii. one near the stair landing at -17’, -8’, +15’, +28’, +52’ and +66’;

iii. total of three in the front face work area, one each on the West, South and East wall; and

iv. at 0’ - one at the stair landing and one in the experimental room on the North wall.


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10. Task 13: Provide design for closure details for all flashing and similar closure at corners, eaves, peaks, etc. This includes necessary flashing components to meeting the tightness requirements in the FDC. Deliverable is expected to be new or modified “ready for construction” drawings, details and calculation(s).

11. Task 14: Provide design for a vent along the roof peak at the top edge of the structure to allow heat to escape while preventing bird, water, and debris entry. Deliverable is expected to be new or modified “ready for construction” drawings, details and calculation(s).

12. Task 15: Provide design for an infill for the 30’ x 30’ opening in the south wall of 105KE to replace the damaged rollup door currently in place. Design to include a 2’ concrete curb tied into floor and walls at each side of the opening. The infill shall include framing / siding to +10’ above the curb to prevent personnel access into the 105KE building from the SSE annular space. Deliverable is expected to be new or modified “ready for construction” drawings, details and calculation(s).

13. Task 16: Provide new generic drawings / calculation(s) for a free standing inspection window guardrail. These guardrails are to be mounted into concrete flooring at the 40’, 52’ and 66’ elevations and onto existing structural steel at the 92’ elevation. The windows extend through the interior and exterior transite siding at the 40’, 52’, 66’, and 92’ elevations about 42 inches above the respective walking surfaces. The top of the guardrail shall be approximately 2 inches from the inside wall surface and even with the bottom edge of the window cutout.

14. Task 17: Perform design changes for stairs, handrails and guardrails in the 105KE Reactor building:

i. at elevations -17’, +52’ and +66’, as shown on Exhibit 10

ii. at the east side doorway at +15’. Remove doorway/cover plate and install a guardrail at the outer edge of the concrete wall to enable viewing of the interior wall of the SSE once constructed. Doorway at +15’ is visible in Exhibit 1 Photo showing the east side of the reactor building.

iii. to support inspection access at the +40’ elevation on the west side of the building. See Exhibit 11 for examples of the concept. This concept may be accomplished by one of the two options:

1. via new stairs or other approved means that enable personnel to travel from the +52’ elevation down to the +40’ elevation area and through the existing exterior door following a new guardrail path to the west edge of roof, or

2. by the addition of stairs in the annular space between the Inner Rod Room and the SSE wall. Stairs would extend from ground level to the Inner Rod Room roof at +40’ with a small guardrail enclosed


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platform at roof elevation to enable personnel to access the roof from the ground location during inspections.

iv. Deliverable is expected to be new or modified “ready for construction” drawings, details and calculation(s).

15. Task 18: Provide design and Revise drawing call outs and specification sections as needed to use only A490 bolting instead of the combination of A325 and A490 bolts that is currently specified.

Specific changes and the anticipated review and acceptance by CHPRC are shown in Table 1 below.

Table 1. SSE Facility Design Change Documentation

Type of Change Expected Relation to Scope #’s from 1.3.1 Above

Review Process to be Used

Required Document Submittals to Show AE Approval and CHPRC Acceptance

Update current design and technical specifications document

b.1, c.1.iv, c.2, c.4, c.7, c.8

Draft and final review

AE – prepare and deliver revision to construction specification document 1K-054-ISS-C1

CHPRC DA approves revised document

Memo confirming suitability of materials or recommended changes

c.4 Draft and final review

AE calculation(s) and memo

CHPRC DA approves calculation(s) and memo

Changes to drawings in 2012 design to incorporate design changes noted in this document

b.4, c.1, c.2, c.3, c.5, c.6, c.8, c.14, c.15

60% and 90% review

AE – prepare changes and deliver “ready for construction” drawings with necessary calculations and WA State PE stamp

CHPRC Design Authority (DA) approves and signs final drawings

New drawings and details

c.2, c.8, c.9, c.10, c.11, c.12, c.13, c.14

60% and 90% review

AE – prepare and deliver new “ready for construction” drawings with necessary calculations and WA State PE stamp

CHPRC DA approves and signs final drawings

Deletion of entire c.6 Final review AE provides a list of design


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Table 1. SSE Facility Design Change Documentation

Type of Change Expected Relation to Scope #’s from 1.3.1 Above

Review Process to be Used

Required Document Submittals to Show AE Approval and CHPRC Acceptance

drawings drawings no longer needed and documentation to support deletion of drawings

CHPRC DA approves deletion of drawings

Confirmation of soil quantities

b.2 Draft and final review

AE calculation and memo documenting quantities for DA concurrence

1.3.2 The Contractor is responsible for providing all equipment, tools, materials, supplies, and each and every item of expense. The following equipment and materials shall be provided at a minimum by the Contractor and shall not be considered an all-inclusive list:

a. All industrial safety equipment for Contractor personnel (e.g., eye protection, hard hats, protective footwear) and

b. Cellular telephone or other communication device capable of initiating emergency notifications at remote work sites.

1.3.3 Excluded Work: The following are not part of this Contract.

Radiological protection and industrial health surveys and required PPE in addition to that defined in 1.3.2 above.

2 TECHNICAL REQUIREMENTS

All Work shall be performed in strict accordance with requirements, national, state and local codes and standards, project-specific design criteria, forms, exhibits, and any other documents, which by this reference are made a part of the Statement of Work.

2.1 DRAWINGS, SPECIFICATIONS, AND EXHIBITS

2.1.1 Drawings

a. Drawings included in the AE and project scope are listed in the following table. Those drawings for which EXTENSIVE change or deletion is anticipated are shown in italics, other drawings not in italics are expected to require some revision.


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Drawing No. Rev. Title

H-1-97120 Sht. 1 0 105KE Safe Storage Enclosure, General Title Sheet

H-1-97121 Sht. 1 0 105KE Safe Storage Enclosure, Architectural Floor Plan – El. -17’-6”



H-1-97121 Sht. 4 0 105KE Safe Storage Enclosure, Architectural Stair Sections and Details

H-1-97122 Sht. 1 0 105KE Safe Storage Enclosure, Architectural Exterior Elevations

H-1-97122 Sht. 2 0 105KE Safe Storage Enclosure Architectural Exterior Elevations

H-1-97122 Sht. 3 0 105KE Safe Storage Enclosure Architectural Exterior Elevations

H-1-97122 Sht. 4 0 105KE Safe Storage Enclosure, Architectural Roof Plan

H-1-97123 Sht. 1 0 105KE Safe Storage Enclosure, Architectural Roofing and Siding Details

H-1-97124 Sht. 1 0 105KE Safe Storage Enclosure, Architectural Utility Building

H-1-97131 Sht. 1 0 105KE Safe Storage Enclosure, Civil Site Grading Plan

H-1-97132 Sht. 1 0 105KE Safe Storage Enclosure, Civil Site Grading Sections

H-1-97141 Sht. 1 0 105KE Safe Storage Enclosure, Structural Pourback Plan

H-1-97142 Sht. 1 0 105KE Safe Storage Enclosure, Structural Pourback Sections & Details





H-1-97150 Sht. 1 0 105KE Safe Storage Enclosure, Structural General Notes


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H-1-97150 Sht. 2 0 105KE Safe Storage Enclosure, Structural Abbreviations, Legend and Details

H-1-97150 Sht. 3 0 105KE Safe Storage Enclosure, Structural Standard Connections Details

H-1-97151 Sht. 1 0 105KE Safe Storage Enclosure, Structural Foundation Plan

H-1-97152 Sht. 1 0 105KE Safe Storage Enclosure, Structural Roof Framing Plan

H-1-97153 Sht. 1 0 105KE Safe Storage Enclosure, Structural Truss Elevation and Bracing

H-1-97154 Sht. 1 0 105KE Safe Storage Enclosure, Structural Framing Elevation




H-1-97154 Sht. 5 0 105KE Safe Storage Enclosure, Structural Girt Elevation




H-1-97155 Sht. 1 0 105KE Safe Storage Enclosure, Structural Foundation Details



H-1-97156 Sht. 1 0 105KE Safe Storage Enclosure, Structural Roof Framing Details

H-1-97156 Sht. 2 0 105KE Safe Storage Enclosure, Structural Roof Framing Details

H-1-97157 Sht. 1 0 105KE Safe Storage Enclosure, Structural Wall Framing Details

H-1-97157 Sht. 2 0 105KE Safe Storage Enclosure, Structural Wall Framing Details

H-1-97158 Sht. 1 0 105KE Safe Storage Enclosure, Structural


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Girt Framing Details

H-1-97161 Sht. 1 0 105KE Safe Storage Enclosure, Mechanical Ventilation Plan

H-1-97162 Sht. 1 0 105KE Safe Storage Enclosure, Mechanical Details

H-1-97170 Sht. 1 0 105KE Safe Storage Enclosure, Electrical General Notes and Legend

H-1-97171 Sht. 1 0 105KE Safe Storage Enclosure, Electrical Site Plan

H-1-97172 Sht. 1 0 105KE Safe Storage Enclosure, Electrical Site Details & Elevations

H-1-97173 Sht. 1 0 105KE Safe Storage Enclosure, Electrical Arrangement Plan









H-1-97174 Sht. 1 0 105KE Safe Storage Enclosure, Electrical Monitoring System Panel




H-1-97175 Sht. 1 0 105KE Safe Storage Enclosure, Electrical One-Line Diagrams

H-1-97175 Sht. 2 0 105KE Safe Storage Enclosure, Electrical Panel Schedule


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2.1.2 Exhibits

a. The table below includes a description of each Exhibit included with this scope of work. See separate WORD file for Exhibit Table with embedded pdf exhibits.

Exhibit No. Title

1 105KE Exterior Photos2 105KE SSE (Internal Framing & External Cladding)

3 1K-054-ISS-C1, Technical Specification R0 & Draft R1

4 DD-49286 Rev 7, 105KE Reactor Interim Safe Storage (ISS) Project Functional Design Criteria

5 2018 Topography Survey & Geotechnical Engineering Report for the 105KE SSE

6 199-K-222 Groundwater Well Location, Discharge Chute and Grade Beam Interface

7 Vestibule Concept and Sketch8 199-K-222 Well Construction Information9 Metal Building Components Inc. Information10 Guardrail Changes11 West Side Inspection Access

2.1.3 Construction Specification and Work Processes

a. The Specification applicable to this Scope is shown below:

Specification No. Rev. Title

Project No. 11-6729 0

Technical Specifications for CH2M HILL Plateau 105KE ISS Associated Penetration Sealing and Safe Storage Enclosure (SSE) Design

b. Major CHPRC work processes applicable to this Scope are listed in the table below. Refer to GP 2.0, “Order of Precedence.” Contractor shall perform design work in accordance with Contractor’s own procedures and programs, but will ensure they are consistent with the work processes listed below.

Document No. Title


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PRC-STD-EN-40279 Engineering Drawing Standards

MSC-RD-8589 Hanford Fire Marshal PermitsPRC-GD-EN-40256 Engineering Codes & StandardsPRC-PRO-EN-097 Engineering Design and Evaluation (Natural Phenomena

Hazard)PRC-PRO-EN-286 Testing of Equipment and SystemsPRC-PRO-EN-8016 Design Change Notice Process PRC-PRO-EN-8017 As-Built Verification Process PRC-PRO-EN-8259 CHPRC Calculation Preparation and Issue (Including

OCRWM)PRC-PRO-EN-8336 Design VerificationPRC-PRO-EN-16406 Engineering Vendor Information (VI) ProcessPRC-PRO-EN-20050 Engineering Configuration ManagementPRC-PRO-EN-40271 Engineering Design ProcessPRC-PRO-SH-40078 Contractor Safety Processes – Appendix F, Safety Program

Specification for ContractorsPRC-PRO-WKM-12115 Work ManagementPRC-RD-EN-1819 CHPRC Engineering RequirementsPRC-RD-WKM-8524 Supervision of Field WorkPRC-STD-FP-40404 Fire Protection Program

2.1.4 Codes and Standards

The following latest version of the codes, standards, and requirements included in the table below, are hereby incorporated into and made a part of this SOW, as applicable. They shall have the same force and effect as if written into the body of the SOW, and are in addition to codes, standards and requirements in the FDC.

Document No. Title29 CFR 1910.120 Hazardous Waste Operations and

Emergency ResponseCRD 420.1.C, and Chg 1 (Supplemented Rev. 0)

Facility Safety

DOE-0343 Stop Work ProcedureDOE-0344 Hanford Site Excavating, Trenching and

ShoringDOE-0359 Hanford Site Electrical Safety Program 10 CFR 835 Occupational Radiation Protection and

AmendmentsDOE/RL-2002-12, Rev.1 Hanford Radiological Health and Safety

Document


http://www.hanford.gov/files.cfm/Hanford_Stop_Work_Procedure.pdf

http://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=standards&p_id=9765

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2.1.5 Forms

The forms applicable to the Scope are identified in the table below:

Form No. TitleA-6004-757 Contractor Document SubmittalA-6004-833 Request for Clarification/Information (RCI)A-6004-967 Work Release for Construction/Services OrganizationsA-6004-820 Change Form

3 PERSONNEL REQUIREMENTS

3.1 TRAINING AND QUALIFICATION

a. Contractor personnel will be trained and qualified to perform the identified scope of work.

b. CHPRC shall provide Contractor staff training as required for site and facility access and safe performance of assigned tasks, including CHPRC General Employee Training (CGET) for Hanford Site access and facility specific training.

c. The Contractor shall provide proof of the qualification requirements for staff positions outlined in Section 3.1.2 for review and acceptance by CHPRC.

.

3.1.2 Personnel Qualification

a. Contract staff qualification requirements are as follows:

Labor Category Scope Description Minimum Qualifications

Principal Engineer

Provides technical direction to assigned engineers. Independently applies advanced engineering techniques and analyses for problems and methods. Has extensive experience in general engineering.

Bachelor’s degree in an engineering discipline with at least 15 or more years similar engineering experience.

Project Manager

Responsible for management and execution of assigned project(s) in accordance with the requirements of the contract between the contractor, the Buyer and the contractor's operating policies and principles. Responsible for execution of the work in accordance with the quality standards and requirements specified for the project.

Minimum Qualifications: Bachelor’s Degree in Engineering and 15 or more years related experience.


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Labor Category Scope Description Minimum Qualifications

Senior Engineer

When assigned, may direct the work of other Senior Engineers and Engineers. Under general supervision, does all conventional design engineering and analysis. Plans and conducts independent evaluation, selection, and adaptation of engineering techniques, procedures, and criteria.

Bachelor’s degree in an engineering discipline with at least 10 to 14 years engineering experience.

EngineerUnder general supervision, evaluates, selects, and applies standard engineering techniques, procedures, and criteria.

Bachelor’s degree in an engineering discipline with at least 5 to 9 years engineering experience.

Entry-Level Engineer

Under supervision, performs standardized assignments using standard engineering techniques, procedures, and criteria.

Two years college with courses in related engineering courses, plus 2 years’ experience or any equivalent combination of relevant education and experience for a total of 4 years. Bachelor’s degree in an Engineer discipline is preferred.

Senior Designer

Under general supervision of lead engineer or supervisor, produces complex drawings and checking along with moderate to heavy layout in accordance with latest industry practice, related codes, economics and specific contract requirements.

Certifications in AutoCAD and a 3-D modeling package such as SolidWorks or Inventor (or equivalent) or 10 to 14 years of related experience.

Designer

Under general supervision, produces complex drawings and checking along with moderate layout in accordance with latest industry practice, related codes, economics and specific contract requirements.

Certifications in AutoCAD and a 3-D modeling package such as SolidWorks or Inventor (or equivalent) or 5 to 9 years of related experience.

Drafter

Under direct supervision, produces moderate drawings along with the checking of simple designs in accordance with latest industry practice, related codes, economics and specific job requirements.

Certifications in AutoCAD or 1 to 3 years of related experience.

Architect

Under supervision of Senior Architect, performs and conducts peer review of architectural designs, conducts submittal reviews, provides analysis of design or construction related issues. Conducts

Bachelor’s degree in architecture or related field and 5 – 9 years related experience.


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Labor Category Scope Description Minimum Qualificationsinspections and special studies. Experience with implementation of the Council of Environmental Quality 2016 Guiding Principles for Sustainable Federal Buildings (Guiding Principles) (See DOE O 436.1)

Quality Assurance Engineer

Defines and develops quality standards for receiving, in-process and final inspection in accordance with company and contractual requirements. Reviews and evaluates complex in-process rejections and implements corrective action as needed. Interfaces with customers, vendors and company departments to resolve quality problems and provide information. Participates in and may lead audits. Provides technical support to inspection personnel and feedback to management on inspection and test trends, returns and vendor performance.

Bachelor’s Degree in Engineering or related field and 5 or more years related experience.

Engineering Technician

Under direct supervision, applies standard techniques, procedures and criteria in carrying out a sequence of related technical or project tasks. Provides support to engineers, performs field walk downs, performs document research, and assists in the preparation of engineering/technical documents.

Associate of Arts/Science or related degree. Possess 2 years of industrial experience.

Clerk/Administrative

Assistant

Handles with minimum supervision and technical assistance standard clerical work related directly to the assigned subcontract release. Activities typically performed include typing, report preparation, and record-keeping.

Graduation from high school and 2 years clerical experience.

3.1.3 Contractor shall maintain training records for their personnel.

3.1.4 Contractor shall utilize the current Hanford Site Occupational Medical Provider to obtain any identified medical examinations.

The following table lists required training. Employee training is tailored to the work task performed by each employee. Contractor shall submit a training matrix to identify


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worker assignment and applicable training for each employee. Training requirements identified are based on the assumption that engineering personnel will be escorted into 105KE as visitors when no work in the building is being performed.

The following Denoted “YES” training/qualifications are required in support of this scope:

Hanford Course Number

Course Title CHPRC Documents

Required for Scope

(Yes/No)

Off-site training

acceptable (Yes / No)

076200100K Project Facility Emergency & Hazardous Info Checklist – FEHIC

PRC-RD-EM-7647 Yes No

020108 CHPRC General Employee Training

PRC-PRO-SH-40078 Yes No

020108General Employee Radiological Training (GERT)

RCC-PRO-TQ-53163 Yes No

3.1.5 Contractors may be required to follow facility specific procedures when executing the work scope and attending walkdowns. Those procedures “checked” as applies are required to be followed in executing specific scope described:

Applies to Contract Document Number Title

PRC-STD-SH-52894 Asbestos Controls

PRC-MP-SH-32219 10 CFR-851 CHPRC Worker Safety and Health Program Description

PRC-PRO-SH-28034 Adverse Weather

PRC-POL-SH-5053 CHPRC Safety, Health, Security, Quality, and Environmental Policy

PRC-PRO-SH-11166 Control of Working Hours and Working AlonePRC-PRO-SH-40463 ErgonomicsPRC-PRO-SH-40410 Hazard Communication ProgramPRC-PRO-SH-121 Heat Stress ControlPRC-PRO-SH -17916 Industrial Hygiene Exposure Assessments

PRC-PRO-SH-409 Industrial Hygiene Monitoring, Reporting and Records Management

PRC-PRO-WKM-079 Job Hazard AnalysisPRC-POL-SH-54212 Vehicle Safety Policy

PRC-PRO-SH-40479 Occupational Noise Exposure and Hearing Conservation

PRC-STD-SH-40314 Portable and Fixed Ladder Standard

PRC-PRO-EM-060 Reporting Occurrences and Processing Operations Information


http://prc.chprc.rl.gov/pps/procedure.cfm/PRC-PRO-EM-7647

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Applies to Contract Document Number Title

PRC-PRO-SH-40499 Safety and Health InspectionsPRC-PRO-SH-40461 Safety CommunicationsPRC-PRO-SH-7085 Safety ResponsibilitiesPRC-PRO-SH-40464 Safety Showers and EyewashesPRC-PRO-SH-40445 Tags, Signs, & BarriersPRC-PRO-SH-10321 Walking/Working SurfacesPRC-PRO-WM-52692 Waste Planning, Packaging, and Labeling

PRC-PRO-WM-40526 Nonradioactive, Non-regulated (Sanitary) Waste Disposal

DOE-0344 Hanford Site Excavating, Trenching, and ShoringDOE-0360 Hanford Site Confined Space Procedure (HSCSP)DOE-0346 Hanford Site Fall Protection Program (HSFPP)

DOE-0352 Hanford Site Respiratory Protection Program (HSRPP)

DOE-0359 Hanford Site Electrical Safety Program (HSESP)DOE-0343 Stop Work DOE-0336 Hanford Lockout/Tagout ProcedureDOE-RL-92-36 Hanford Hoisting and Rigging ManualMSC-RD-8589 Hanford Fire Marshal Permits PRC-STD-FP-40404 Fire Protection Program PRC-PRO-RP-379 External Dosimetry ProgramPRC-PRO-RP-385 Declaring Personal PregnancyPRC-PRO-RP-387 Sealed Radioactive Source ControlPRC-PRO-RP-40147 Dosimetry Terminations

3.1.6 Required training requirements shall be verified by CHPRC Buyers Technical Representative (BTR) and Safety. Once this verification is complete, BTR will notify the Contract Specialist indicating that the work crew’s training requirements have been completed. If evidence of training course completion is requested by CHPRC BTR, this shall also be provided upon request.

3.1.7 The required training shall be completed prior to attending any walkdowns inside the 105KE Reactor Building.

3.2 SECURITY AND BADGING REQUIREMENTS

For any on site work, general site access badging is required for on-site work subject to the requirements identified in Special Provisions: SP-5.

3.3 SITE ACCESS AND WORK HOURS

3.3.1 Any on-site work will be performed on a 4 x 10 schedule. The standard Hanford Site workday shall consist of ten (10) hours of work between 6:00 AM and 4:30 PM, with one-half hour designated as an unpaid period for lunch. No work occurs on the non-


http://www.hanford.gov/files.cfm/DOE-0359_Hanford_Site_Electrical_Safety_Program.pdf

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working Fridays. If schedule alternative is required, BTR will communicate to contractor’s contact.

4 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.

4.1 ESH&Q

Materials supplied or purchased for use in performance of this contract, to the maximum extent practical, shall be environmentally preferred as described in 40 CFR 247 and including bio based products as designated by the USDA. www.biopreferred.gov

4.1.1 The project-specific ESH&Q requirements applicable to this scope of work are identified in the contract General Provisions.

4.1.2 Contractor and its subcontractors shall be responsible to comply with State, Federal, and DOE requirements or regulations. Where there is a difference in regulations or requirements, the most stringent shall apply.

4.1.3 Contractor and its subcontractors shall be responsible to comply with all applicable sections of Special Provisions – On Site Services (SP-5).

4.1.4 Contractor shall perform work in compliance with facility-specific procedures and requirements documents applicable to the work area.

4.1.5 Contractor shall take appropriate action, up to and including stopping work, and immediately notify CHPRC if an unplanned risk or hazard is discovered that is not covered by directions provided by CHPRC. This action includes notifying CHPRC if the work exposes their workers to hazards that require medical monitoring.

4.2 QUALITY ASSURANCE AND CONTROL

4.2.1 Contractor shall be responsible for performing quality workmanship and shall conduct the quality control measures necessary to ensure work conforms to the requirements above.

4.2.2 Plans, procedures, and engineering documentation shall be controlled in accordance with DOE O 414.1D, Quality Assurance, and the Contractor’s Quality Assurance Plan (in accordance with PRC-MP-QA-599, Quality Assurance Program). The Contractor shall also ensure that lower-tier subcontractors work in accordance with the documented QA program or are trained to work to the Contractor’s review/approved program.


CHPRC

4.3 SOFTWARE PRODUCTS AND/OR SERVICES WHERE SOFTWARE IS USED

Where software is used in the performance of work described in this SOW, such as software used to analyze designs or perform calculations, the Contractor shall follow a controlled software management program that is submitted to CHPRC for approval.

4.4 RADIOLOGICAL REQUIREMENTS

Walkdowns will be performed in a radiologically controlled area under a Radiation Work Permit (RWP), thus requiring the Rad Worker training that is specified herein. The areas and spaces where walkdowns will be performed have very low radiation and contamination levels. CHPRC will provide the RWP, necessary dosimetry and health physics technician coverage and facility escort.

4.5 VEHICLE SAFETY POLICY

Contractor shall ensure that all vehicles are operated in a safe manner while on site, reference PRC-POL-SH-54212.

5 MEETINGS AND SUBMITTALS

5.1 MEETINGS

5.1.1 Contractor shall schedule and/or attend meetings, including initial kickoff meeting and periodic progress meetings, necessary to achieve overall success. Weekly progress meetings during design development should be anticipated unless deemed unnecessary by CHPRC. Comment review meetings will be held, as needed, to review CHPRC comments on Contractor design submittals. A monthly meeting shall be held to go over the Monthly Performance Report outlined in Section 6.2.4. Meetings may be held at the Contractor’s local office or CHPRC offices, including work site locations.

5.2 SUBMITTAL PROCESS

Contractor shall provide the submittals for review/approval and/or information as identified in the submittal register (Attachment 1) during the execution of the work. Generally, documents shall be provided with an electronic file submitted in the current site standards. Clean originals of all figures, tables, or other graphics not contained in the text file shall also be provided and separate files submitted. Submittals shall be provided in electronic format unless available only as a hard copy. Electronic formats must be non-password protected in one of the following formats:

Microsoft® Office Compatible Moving Picture Expert Group (MPEG) Portable Document Format (PDF) Extensible Markup Language (XML) Tagged Image File Format (TIFF) HyperText Markup Language (HTML) Graphics Interchange Format (GIF) Comma Separated Values (CSV) Joint Photographic Experts Group (JPEG) Text (TXT) Windows Media Video (WMV) AutoCAD (DWG)


CHPRC

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 http://chprc.hanford.gov/page.cfm/SubmittalsFormsDocs). Instructions for completion of the CDSF are included with the form. The quantity, frequency and type of submittal shall agree with the requirements set forth on the Submittal Register. A Submittal Number, entered on the CDSF by the Contractor in accordance with the submittal register, shall be used to identify each submittal. CDSF forms may be copied for submittals with different submittal dates. When any submission is returned to the Contractor with a request for resubmission (i.e., marked as: “B” “Minor Comments – Approved with Exceptions as Corrected Re-submittal Required”; or “C” “Not Approved Revise and Resubmit”) the Contractor shall resubmit all corrected documents within the time specified on the resubmission notice or if no time is specified therein within five (5) working days from the disposition date. New submittals shall require the Contractor to contact the Contract Specialist if additional Submittal Numbers are required. Changes to a Contractor’s deliverables, that have not been accepted by CHPRC as complete shall be re-submitted using the CDSF form and in accordance with the Contractor’s CHPRC approved Quality Assurance and/or Engineering Program.

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

6.1 DELIVERABLES

Work will be planned and executed to complete the work identified in this SOW. Design phase deliverable documents in the form of new or revised drawings, specifications, calculations or memoranda shall be provided to cover scope items in Section 1.3.1 and Table 1.

All deliverables shall be reviewed by the Contractor PE (engineering documents) for clarity and accuracy prior to submittal as a deliverable to CHPRC.

Provide project management and administrative support to maintain configuration management of Contractor generated and/or controlled documents and develop/implement a project schedule for the duration of the effort.

6.2 PROJECT CONTROL REQUIREMENTS

Specific Project Controls requirements include providing weekly updates to project status and monthly performance reports.

6.2.1 Schedules shall be in Primavera Project Planner P6 or compatible format.

6.2.2 Project schedule: 10 days after Notice of Award, submit a schedule covering activities for duration of Contract. The Contractor shall provide a critical path schedule to be used as the Baseline Schedule showing logic interfaces and all contract milestones and deliverables.

6.2.3 Contractor shall prepare project schedules in accordance with the following:

a. Schedule format shall be a detailed, integrated, Critical Path Method time-scaled logic diagram (time-scaled activity bars and constraints), with a supporting tabulation of


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

CHPRC

activities. As a minimum, activity bars, activity descriptions and numbers, constraints, milestones, and critical path shall be shown on diagram.

b. Schedules shall identify critical path activities, including logical sequence and relationship of activities for engineering, design, and submittals of work covered by Contract.

c. Activity durations shall be in working days. Activity titles shall be self-explanatory, with abbreviations shown in a legend on document. Identify restraining activities, total float, and critical path.

d. Organize schedules to show activities relative to each major subcontractor and supplier, as applicable. Provide sub-schedules to define critical portions of entire schedule where additional detail is warranted.

6.2.4 Contractor is required to provide a Monthly Performance Report. Specifics will be determined by the BTR. The Report may include total ACWP/BCWP/BCWS cumulative performance curves and variance analysis; achievements during the past month, planned work activity for next 90 days, funds analysis including 75% analysis and EAC.

6.3 MILESTONES

Milestones for this work as are follows. Acceleration of the proposed milestone dates may be accommodated with approval of the BTR and ISS Project Manager

A. Revised Construction Specification – May 14, 2019

B. Design changes, new drawings, memos, materials schedule and calculations to SSE Structure for 60% review – May 14, 2019

CHPRC Review of 60% design – 12 Hanford working days

C. Incorporate comments and submit 90% design documents July 2, 2019

CHPRC Review of 90% design – 10 Hanford working days

D. Incorporate 90% comments and submit all pre-construction design change materials for final check – August 5, 2019

CHPRC check of final design documents – 4 Hanford working days

E. Submit all Pre-Construction Design Change Materials Approved for Construction – August 14, 2019

6.4 PERFORMANCE SCHEDULE

This release will be effective from the Contract Notice of Award through scheduled date as agreed upon by CHPRC per the Contractor’s proposed schedule. The Contractor shall complete all Contract activities no later than August 14, 2019. The Contractor shall meet the required schedule and provide the documents specified in accordance with the submittals listed in Attachment 1.


CHPRC

6.4.1 The Contractor shall submit a preliminary performance schedule with their proposal that shows all planned activities.

6.4.2 The Contractor shall submit a critical path baseline schedule within five days of contract award for CHPRC concurrence.


ATTACHMENT 1 - Submittal RegisterThe Contractor shall meet the required schedule and provide the documents specified in accordance with the following submittals. 105KE SSE Construction and Design Changes Revision: 0

1.No.

2.Type

3.Technical Submittal

4.Vendor

Information

5.Description / Document Title

6.Submittal Date

(Calendar Days)

7.Approver

Organizations

8.CHPRC Review

Time (Work Days)

9.Contract Paragraph

or Requirement Reference

1APW/E N Preliminary Performance

ScheduleWith Proposal PM NA 6.4.1

2APW/E Y Project Baseline Schedule A+5 PM 5 6.4.2

3AP/E Y Revised Construction

SpecificationPer Approved

Baseline ScheduleBTR/E 8 1.3.1

4AP/E/DWG

Y New and modified design drawings

Per Approved Baseline Schedule

BTR/E 8 1.3.1

5AP/E Y New and modified design

calculationsPer Approved

Baseline ScheduleBTR /E 8 1.3.1

6AP/E Y Design memoranda Per Approved

Baseline ScheduleBTR /E 8 1.3.1

7APW/E N QA Program documents With Proposal PM/QA NA 4.2

8AP/E N Controlled software

management program, as applicable

A+8 QA 4 4.3

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 E Electronic / 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.

5. Description / Document Title. Describe submittal.

6. Required submittal date or its relationship to project milestones. Examples are July 14, 2019, or Award + 15 days, Contract Completion +30 days.

A Date of AwardCD Conceptual Design CompletePD Preliminary Design CompleteFD Final Design CompleteM MobilizationSC Start of ConstructionEC End of Construction

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