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Evaluate Craft Training/Qualifications

Formulate a skill resource draw plan with various resources, e.g., employmentagencies, trade schools, specialty contractors, construction manpower entities;

~ Monitor plan performance a minimum of 24, 18, 6, and 3 months before Sitemobilization;Start early, i.e., training programs on specifications/procedures/craft skills mock-up testing materials; and

~ Develop a skill development program that will:Test for reading, drawing and installation skills by use of mockups.

~ Test for basic skills, e.g., formwork, rigging, piping, electrical, etc.~ Establish adult basic education survey testing level required.~ Develop and test required skill sets by "show-for-hire-later-chits.

A.1.5.9 Local Subcontractor Evaluations & A reements

The work under this task identifies specific needs as related to Subcontractorrequirements.

Prefabrication~ Modularization

Area and specialty contractors (e.g., painting, HVAC, fire protection)~ Emergency health care~ Consumable tools/materials

Specific Subcontractors will be identified. Evaluations of their capabilities will beperformed and contracts will be negotiated with selected contractors.

A.1.5.10 Environmental Mana ement Plan

The scope of this package is to perform an assessment of the Site specific environmentalinformation and data collected by Owner and define the impacts on the standard designand the design criteria for the Site specific design. This work to include:

Water run-off;Erosion and Sedimentation Control;Plant and animal data and protection requirements;Wetlands requirements;Existing potential hazardous materials;State and local regulations;Any other potential items that could impact design or construction.

Based on this assessment, requirements would be developed for the designers andconstruction team to use in the work. These requirements would be incorporated into theappropriate project procedures and used for the preparation of any GovernmentApprovals.

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A.1.5.11 Earl Procurement/Vendor Commitments

The work under this task includes the procurement support for turbine island and Sitespecific and selected key components and commodities to support design developmentand plant integrated schedule. This includes:

Vendor identification;Performance of needed surveys and reviews;Preparation of bid packages;Solicitation ofbids;Bid evaluation and award;Vendor qualification and audit; andNegotiation and contract placement.

A.1.5.12 Level 2+ Site S ecific Schedule

This scope includes the development of the schedule for Site specific engineering,procurement and construction activities and the integration of these activities into thestandard AP1000 schedule to yield the definite Project Schedule.

A.I.5.13 Pro'ect S ecific Construction Execution Plan includin construction scheduleenhancement initiatives - commitments sustained installation lan

This activity includes the development of an integrated Site specific constructionschedule.

Integrate Site specific requirements into standard construction schedule (i.e.,excavation, backfill plan, yard layout, etc.)

A.1.5.14 Pro'ect Or anization and Structure-DOR Roles and Res onsibilities

This activity includes the development of the Site and Owner specific Work scope,including identification of the necessary division of responsibility between Owner andContractor and the interfaces for Contractor to a level of detail that is sufficient to serveas the bases for the Phase I Scope of Work as well as the Work plan for Phase II.

A.1.5.15 Site tern ora facilities inte ation with ermanent conversion esi

The scope of this package is to identify the needs for temporary structures / facilities for astandard AP1000 construction site. This work shall include:

Engineering facilities;~ Management facilities;

Craft facilities;

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Safety facilities;Construction tool rooms;Construction material warehouses;Construcfion equipment storage and maintenance facilities;Module laydown areas;Mechanical /electrical fabrication shop;Warehouses.Civil shopRepair shop (truck, equipment, fueling)Craft naining facilitiesWater treatment facilities (temporary and permanent as applicable)Construction waste disposal facilities

A.1.5.16 Excavation lans includin tie-backwalls Mechanicall Stabilized EarthMSE waHs and ard earl construction before NI and TI as well as existin

facilities

The scope of this package is to perform an assessment of the Site specific soil conditionsand address any existing or new underground facilities existing that have potentialimpacts on the standard design. This work shall include:

Soil stabilization process;Waterproofing process/technique;Engineering for 100% of the underground facilities;Locating existing underground facilities;Plan for the installation of new underground facilities;Plan for completing the excavation and installing utilities prior to start ofconstruction;Investigate and plan for existing rock, i.e., blasting, removal and disposal; andAs built documentation and location of all installed underground facilities

A.1.5.17 Mocku and Practice Modules ical for each cate o

This activity includes the implementation of the following aspects of the modularizationplan.

~ Evaluation, audit, and selection of module fabricators;Assignment of specific modules for each fabricator;

~ Development of standardization (templates/fixtures);~ Development of the pilot module demonstration program to implement the

demonstration of quality controls; and~ Inspection planning including source inspection attribute development.

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A.1.5.18 Plan for the Initial Test Pro ram

During Phase I, Owner and Contractor will develop a detailed plan for the performanceof Preoperational and Startup Tests. This plan will include the minimum number ofOwner and Contractor personnel needed for the performance of this testing to support theProject Schedule. The Initial Test Program is described in Section 3 of this Exhibit A.

A I 5 19 Site Pre aration and Develo ment Activities

Prepare work packages and perform initial Site preparation and development acdvities inaccordance with schedule and as allowed prior to Full Notice to Proceed including:

~ Railroad modifications;Road modifications;

~ Clearing, grubbing and grading;Erosion and sediment control;Core borings for buildings, road and railway work;Site surveying;Providing construction power;Providing construction fire protection;Providing electrical and mechanical underground systems;

~ Preparing Site for heavy lift cranes;Relocation of alternate power source and fiber optics lines forSummer Plant;

~ Removal and disposal of abandoned utilities off Site;Relocation of lines for the construction transformer,

~ Removal and disposal of abandoned fencing and gates off Site:~ Removal and disposal of concrete blocks off Site:~ Construction security infrastructurea Excavation and backfill

Selection and preparation of spoils areas~ Batch plant

Common fill and backfill storage locations; andWater treatment to support construction

the existing V. C.

A.1.6 COL Su orl and Other Re uested Services

Services in support of the COL (non-NuStart), or other services that may be required inPhase I, will be on an as-needed basis, as specifically requested by Owner, and will beprovided on a Time and Materials Basis.

A.1.7 Phase I Deliverables

Listed below are the deliverables for Phase I:

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A. Project Management

Single point of contact for Contractor Phase I acfivitiesIssue and implement the Project Execution PlanConduct monthly project status review meetings (Owner/Contractor)Monthly schedule updatesConsolidated monthly status reportsManagement of the Phase I activitiesCoordinate and oversight of long lead procurement activitiesManage document control, implementation of records turnover/transfer (IMS)Contract administration and project controls

B. Procurement Activities

Procurement related activities to develop assemble and issue revised request forproposals to support the dates in the integrated Project Schedule.Revised purchase specifications to support long lead material (nLLMn)Engineering inputs to supply chain management (nSCMn) for LLM.Quality Assurance (nQA") inputs to SCM for LLMIssue Equipment requests for proposalsQA surveillance of equipment and module fabrication.Evaluation of LLM and other major component proposalsObtain estimates for commodities and in-direct costs

C. Site Specific Activities

Preliminary Site specific engineering;Detailed Site specific engineering - to support Project Schedule;Site geotechnical review — design/construction assessment;Construction Execution Plan (including construction schedule enhancementinitiatives - commitments; sustained installafion plan);Project specific equipment & material logistics deployment model including(transportation and logistics plan);Local labor survey;Local Subcontractor evaluations & agreements;Regional infrastructure assessment;Environmental management plan;Site temporary facilities integration with permanent conversion (design,estimating, procurement);Excavation plan (including tie-back and/or MSEwalls) and yard earlyconstruction before nuclear island and turbine island as well as existing facilities.Applications for Government Approvals;Field work documents;Specifications and drawings and details for access roads, excavation details, raillines, construction power, fire protection system, chase system for electrical andmechanical components needed under road and rail, relocation of existing lines;

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Site clearing, grubbing and grading;Removal of obstructions to construction activities;Core borings for roads, rail, discharge structure, water treatment facility andtemporary buildings;Site surveys;Roadway access to site;Rail relocation and access to site;Other authorized Site development activities prior to Full Notice to Proceed;Selection and preparation of spoils area;Designation of common fill and engineering backfill storage locations; andConstruction security.

A.2 Phase II

Contractor will supply one (I) or two (2) complete AP1000 Nuclear Power Plant Units tobe located at the Site, except for those items listed in Table I as Owner's Responsibilityand Nuclear Fuel, which will be provided by Owner.

The Standard Plant description is provided in the AP1000 Design Control Document.The Standard Plant will include Units as described in Revision 16 of the Design ControlDocument, including Technical Report 134, nAP1000 DCD Impacts to Support COLAStandardization," APP-GW-GLR-134. Revision 4 and the Design Change Packagesapproved for implementation as of the Effective Date. Interfaces with existing Sitefacilities and systems are shown in Figure I, Site Plan. Contractor's scope includesdesign, engineering, procurement, installation, and testing necessary to provide theAP1000 Nuclear Power Plant structures and systems described. Contractor's scope ofservices with division of responsibilities between Owner and Contractor is provided inTable 1.

Documentation to be provided by the Contractor to the Owner as developed for theFacility is listed in Table 2.

In accordance with the requirements of Section 3.6(f) of the Agreement, during theimplementation of Phase II, Mandatory Spare Parts will be identified in Table 3.

Other than the scope of supply listed as Owner's responsibility in Table I (and except forNuclear Fuel), Contractor will provide the Equipment and Services necessary to constructand install the Units, and their constituent systems, to meet the functional systemperformance requirements described in the Design Control Document, unless otherwisespecified in the Agreement or as otherwise mutually agreed.

1.0 Plant Description

Contractor will provide each AP1000 Nuclear Power Plant utilizing the NRC CertifiedAP1000 Design. A comprehensive descripfion is provided in the Design Control

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Document, which was the basis of the submittal to the NRC under the provisions of 10CFR Part 52.

The AP1000 Nuclear Power Plants meet applicable safety requirements and goals definedfor advanced light water pressurized water reactors with passive safety features andprovides for a greatly simplified plant with respect to design, licensing, construction,operation, inspection and maintenance.

Each Unit's net electrical power to the grid will be nominally 1117 MWe with a nuclearsteam supply system power rating (core plus reactor coolant pump heat) of approximately3415 Mwt.

2.0 Plant Arrangement

The plant arrangement will be comprised of five principal building structures; the nuclearisland, the turbine building, the annex building, the diesel generator building, and theradwaste building.

Details of the AP1000 Site Plan and Building Arrangement are illustrated in the attachedDesign Control Document (DCD) Figure 1.2-2.

The functional allocation of system components contained in the buildings is identified inthe attached DCD Figure 1.2-3.

SITE SPECIFIC SYSTEMS

The systems that are specific to the V C Summer site are the Circulating Water System,Storm Drain System, Potable Water System, Raw Water System, Sanitary DrainageSystem, Waste Water System and the Yard Fire System. In addition, portions of theElectrical Grounding and Lightning Protection System and the Electrical Site PowerDistribution System are specific to the V C Summer site.

The reference plant main cooling tower-circulating water pump complex consists of anatural draft cooling tower, a pump basin, and circulating water pumps. The coolingtower for the Owner's Site will be an induction draft.

Circulating Water System (CWS) — CWS supplies cooling water to the main condenser,turbine building closed cooling water system (TCS) heat exchangers, condenser vacuumpump seal water (CMS) heat exchangers and rejects the waste heat to the atmospherethrough cooling towers. The CWS contains 120 in diameter Prestressed ConcreteCylinder Pipe (PCCP) pipe and the circulation water pumps.

Raw Water System (RWS) — RWS provides raw water from site sources to CWS. TheRWS system contains 4 in to 42 in diameter High Density Polyethylene Pipe (HDPE) andthe intake pumps.

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Storm Drain System (DRS) - The Storm Drain System (DRS) keeps the AP1000 powerblock facilities and the site specific facilities free from localized flooding during a storm.The DRS system contains of 12 in — 48 in HDPE pipe.

Potable Water System (PWS) — PWS furnishes water for domestic use and humanconsumption. The PWS system contains 2 in - 12 in HDPE pipe.

Sanitary Drainage System (SDS) — SDS collects sanitary waste from Site rest roomsand building drains and transports it to treatment and discharge. During construction thissystem will tie into a temporary sanitary treatment facility until the permanent facility isconstructed. Construction city will have a separate sanitary treatment facility. The SDSsystem contains 3 in to 6 in HDPE underground pipe.

Waste Water System (WWS) - WWS collects non-radioactive plant process wasteeffluents (excluding sanitary and storm drains), provides appropriate means of treatingwaste effluents, oil separation and discharges treated waste effluent. The WWS systemcontains HDPE pipe from I in to 42 in.

Yard Fire System (YFS) - The Yard Fire System (YF S) detects and suppresses firesoutside the Standard Plant during plant construction and operation. The YFS consists ofwater distribution systems, automatic and manual suppression systems, fire detection andalarm system, and portable fire extinguishers. The YFS system contains 6 in to 12 inHDPE underground pipe.

Electrical Site Power Distribution System (ESPDS) — ESPDS provides the electricalpower for all construction (temporary power) and retail (permanent and temporary) loadsfor the Units.

Grounding and Lightning Protection System (EGS) — The grounding and lightningprotection system provides personnel safety and investment protection by maintainingsafe voltages across the station during high voltage transients, providing a low impedanceground fault current return path, minimizing noise interference and minimizing theeffects of lighting surges.

Transmission Switchyard - A switchyard will be used to transmit electrical power outputfrom the AP1000 units to the South Carolina Electric and Gas (SCE&G) and Santee Cooper230kV transmission systems. The switchyard will also be used as a power source for plantauxiliaries when the units are in the startup or shutdown modes, or when the units are notgenerating. The switchyard is constructed in a 10 bay, breaker-and-half arrangement. Theswitchyard connection to the AP1000 units is made through additional 230kV circuit breakersprovided at the high side connections of the main step up transformers and reserve auxiliarytransformers.

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PERMANENT BUILDINGS AND STRUCTURES

These buildings and structures are a part of the permanent Facility but are outside thefootprint of the AP1000 Standard Plant.

Permanent Plant Buildings and Structures include:

Maintenance Support Service BuildingPersonnel Access Point BuildingPermanent WarehouseRaw Water Intake Structure230 kV Switchyard Control BuildingCirculating Water System Switchgear and MCC BuildingsCirculating Water System Pump StructuresCooling Tower FoundationsBlowdown SumpRWS Switchgear and MCC BuildingWaste Water Discharge StructureLampson Crane Pads

2.4 Security Infrastructure

The security infrastructure associated with the AP1000 Plant includes the security system(SES) for the design and hardware inside the Standard Plant and the access portals,equipment and barriers to control access to the Protected Area. The Protected Areaaccess and baniers will be designed and constructed to include:

Barriers to vehicle access including big rocks and pop-up road barrier~ Fencing~ Gravel base between fencing

Lighting~ Communications

Access control system~ Intruder detection systems including cameras and infrared sensing systems~ Security building at main access portal~ Vehicle access portal

Main road security post~ Search area equipment~ Security power system

A detailed description of the Site security infrastructure will be provided in Phase 1.

3.0 Test Program

The overall objective of the test program is to demonstrate that the plant has beenconstructed as designed, that the systems perform consistent with the plant design, and

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that activities culminating in operation at full licensed power including initial fuel load,initial criticality, and power ascension are performed in a controlled and safe manner.The plant test program consists of a series of tests categorized as Construction andInstallation Tests, Preoperational Tests, Startup Tests and Performance Test. The testprogram is described in the Agreement.

Plant operating, emergency, and surveillance procedures are incorporated into the ininaltest program procedures. These procedures are verified through use, to the extentpracticable, during the Preoperational Test program and revised if necessary, prior to fuelloading.

Equipment used in the perfonnance of Preoperational Tests is operated in accordancewith appropriate operating procedures, thereby giving Owner's operating staff anopportunity to gain experience in using these procedures and demonstrating theiradequacy prior to plant initial criticality.

Where applicable, Preoperational Tests may proceed on an individual system that hascompleted its Construction and Installanon Test, prior to completion of all Constructionand Installation Tests.

3.1 Startup Administrative Manual

Owner is responsible for a manual (aStartup Administrative Manual" ) and administrativeprocedures that provide detailed requirements and govern the execution of activitiesassociated with the conduct of the test program, including the organization, structure andfunctional relationships of the Joint Test Working Group and the startup organization.Preparation of the Startup Administrative Manual is delegated to Contractor by Owner.The Startup Administrative Manual will address the following:

Organization and functional relationships of the Joint Test Working GroupStartup administrative and test procedures preparation, review, approval andchangePlanning, preparation and performance of Startup TestsStartup Test evaluation and approvalProcess controls for the turnover of systems from Contractor to the Joint TestWorking Group for additional testing, operation and maintenanceProcedures to assure proper work permits and system tagging occursReporting and the elimination of defects during startupJoint Test Working Group document controlControl of keys, electrical jumpers, lifted leads, mechanical jumpers and blindflangesStartup Test scheduling and authorization for changesTest configuradon control to monitor the status of each system including anyretest requirements deemed necessary

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Certificadon of test PersonnelControls for the format, generation, approval, issuance and use of specific testspecifications and test proceduresQuality assurance and quality control oversight

Owner is responsible for review and evaluation of individual test results as well as finalreview of overall test results and for review of selected Milestones or Hold Points withinthe test phases. Test exceptions or results which do not meet acceptance criteria areidentified to the affected and responsible design organizations, and corrective actions andretests, as required, are performed.

3.2 Organization

The specific staff, staff responsibilities, authorities, and personnel qualifications forperformance of the AP1000 initial test program are the responsibility of the Owner. Thistest organization is responsible for the planning, executing, and documenfing of the Unitinitial testing and related activities that occur between the completion ofplant/system/component construction and commencement of Unit commercial operation.Transfer and retention of experience and knowledge gained during initial testing for thesubsequent commercial operation of the Unit is an objective of the test program.

Contractor's personnel providing testing services, Technical Support and/or field supportshall work with the Owner's operating organization in the test organization (hereinafterreferred to as the "Joint Test Working Group"). Owner will delegate to Contractor theimplementation and direction of the initial test Program. Contractor will estimate thepersonnel, including supervisors, engineers, technicians, operators, maintenance and testsupport personnel, chemistry personnel, health physics personnel and any other personnelrequired to perform the initial test program during Phase 1. Contractor and Owner willmutually agree who shall supply the required personnel prior to the conduct of the initialtest program. Contractor will have overall responsibility and authority for technicaldirection of the initial test program and will act as the Joint Test Working GroupChairman. The Joint Test Working Group Chairman will report to Owner for matters ofStartup Test authority and acceptance. The Joint Test Working Group will review andevaluate Construction and Installation Test, Preoperational Test and Startup Test resultsand test Turnover packages and recommend acceptance of the Turnover to the Owner.

The Joint Test Working Group shall be responsible for ensuring that preoperational andstartup activities are performed correctly and completely in accordance with the COLrequirements.

The Joint Test Working Group shall provide to Owner a preoperational and startupschedule. This detailed schedule shall incorporate a logical sequence of testingformulated on modular construction and tesfing of structures, areas, equipment,components, and systems. The schedule shall also be prepared to account for use oftemporary construction power as needed to support operations and testing if permanent

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power is not available, as well as the use of a temporary demineralizer to facilitateflushing ofpiping systems if the permanent plant demineralizer is not available. The testschedule shall support Contractor's overall construction schedule for the Unit.

A Preoperational Test group (nPreoperational Test Group") will be established by theJoint Test Working Group and be manned by the Contractor and Owner personnel asmutually agreed by Owner and Contractor. The Preoperational Test Group will consist ofengineering test leads and test personnel. The Preoperational Test Group will performthe following functions and scope of work, as necessary to support the test program:

Coordinate tagging and maintenance prior to turnover to the Startup Test Group tosupport system acceptance testingAccept systems for turnover from the installation organizationPlan, scope and schedule plant systems for testingManage and oversee testing ofplant systems to support the test programResolve open items and exceptions identified during the test programAccept and turnover Preoperational Test packages to OwnerCoordinate and support tasks required during Preoperational Test activities withresponsible groups

A Startup Test group (nStartup Test Group" ) will be established by the Joint TestWorking Group and be initially manned by Contractor and Owner personnel as mutuallyagreed by Owner and Contractor. The Startup Test Group will consist of engineering testleads and test personnel. The Startup Test Group will perform the following functionsand scope of work, as necessary to support the test program:

Coordinate tagging and maintenance prior to turnover to the Startup Test Group tosupport system acceptance testingAccept systems for turnover from the Preoperational Test GroupPlan, scope and schedule plant systems and equipment for testing, to support plantstartupManage and oversee testing ofplant systems and equipment to support the plantpower ascension test programResolve open items and exceptions identified during the test programAccept and turnover Startup Test packages to the OwnerCoordinate and support tasks required during Startup Test activities withresponsible groups

A test support group (nTest Support Group" ) will be established by the Joint TestWorking Group and be manned by Contractor and Owner personnel as mutually agreedby Owner and Contractor. The Test Support Group will consist of manpower and laboras needed to support all testing activities.

The Joint Test Working Group, while coordinating the test program will interface withOwner's operations personnel in the initial starting and operation of the various systems.

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3.3 Responsibilities

3.3.1 Joint Test Working Group Activities

In general, the main activities of the Joint Test Working Group during PreoperationalTests and Startup Tests shall include, but not be limited to, the following:

3.

6.

7.

10.

12.

13.

14.

15.

16.

Management of all Preoperational Tests and Startup Tests

Technical direction, scheduling, and coordination of the Preoperational Tests andStartup Tests.

Acceptance of Unit subsystems and systems from construction turnover to theOwner 's organization.

Startup records management consisting of development and maintenance of thepreoperational and startup records. Examples are turnover documents, turnoverpunch list, instrument calibration data, completed test data, training records,startup engineers'ualification records, etc.

Management of the testing, calibration, and maintenance of instrumentation,equipment, and tools provided by Contractor.

Management of testing consumables.

Maintaining the overall Project Schedule requirements. The Joint Test WorkingGroup shall ensure the implementation of test program activities in accordancewith such schedules.

Startup schedule evaluation and analysis, control of the startup schedule,preparation of the progress report

Defining the necessary instrumentation and controls loop calibration procedures

Identification of turnover boundaries for startup system and subsystems

Establishment of turnover priorities from construction to startup

Managing the clearance of the remaining construction deficiencies duringpreoperational and startup phase

Conduct of the required tests

Record the test results and prepare the test report

Analysis of the test results and correction of deviations between the test result anddesign data

Preparation, review and approval of test procedures prior to testing, review andapprove test results and test reports, and submit a final copy to Owner

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3.3.2 Responsibilities of Owner

Owner's responsibilities include, but are not limited to:

l. Assisting Contractor as mutually agreed in performing the surveillances andfunctional tests to prepare the equipment and systems for the Construction andInstallation Tests, Preoperational Tests and Startup Tests.

2. Performing oversight and surveillance of preoperational and startup activitiesrelated to quality and safety.

3. Identifying Owner Hold Points regarding testing activities, such as hot functionaltests, fuel loading, and first criticality, in detailed testing procedures. At theseHold Points, the results of the tests already executed and the conditions forstarting the next stage should be checked and reviewed by the Owner. Contractorshall propose Hold Points, which shall be reviewed by Owner in accordance withSection 5.6 of the Agreement.

4. Performing surveillances of Contractor's quality assurance and quality controlactivities in Contractor's premises.

5. Performing the review of proposed resolutions to abnormal situations.

6. Preparation, review and approval of completed test procedure results as a memberof the Joint Test Working Group.

7. Accepting transfer of systems from Contractor to Owner.

3.3.3 General

If deviations or unresolved issues are encountered during testing, Contractor and Ownershall immediately proceed to identify the problems and their causes. Contractor shallthen develop and take necessary corrective actions to resolve deviations and unresolvedissues covered under Contractor's Scope of Work. Owner shall then develop and takenecessary corrective actions to resolve deviations and unresolved issues not coveredunder Contractor's Scope of Work or resulting from an operating or maintenance issue.Contractor or Owner shall perform these actions in a timely manner to maintain thestartup schedule. Contractor's liability in resolving and correcting the deviations and/orunresolved issues shall be subject to the provisions of the Agreement.

Contractor shall provide to Owner the necessary inputs, test procedures, technicalmanuals, and other Documentation related to foregoing tests. Contractor shall supplyspecial test equipment and instruments for use in the Construction and Installation Tests,Preoperational Tests, and Startup Tests within Contractor's Scope of Work.

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3.4 Lists of Documents and Procedures for Preoperational and StartupOperations

Contractor shall submit to Owner the description of documents used for tests and adetailed list of test documents as required in the Startup Administrative Manualprocedures. The Joint Test Working Group shall prepare test programs, procedures, anddocumentation suitably adapted to Site specific condidons. After the test, the test reportshall be prepared by the Joint Test Working Group and submitted to Owner.

3.5 Qualification Requirements of Personnel for Preoperational and StartupTesting

Personnel engaged in Preoperational Test and Startup Test activities shall be suitablyqualified and experienced for the level of responsibility and importance to safety of theirwork.

3.6 Contractors Craft and Maintenance Support during Preoperational andStartup Testing activities

Contractor will supply craft and maintenance support personnel to assist the Joint TestWorking Group and Owner's maintenance organization on a Time and Materials Basis.The Contractor craft and maintenance support personnel necessary will be defined in thedetailed plans for Construction and Installation Tests, Preoperational Tests, and StartupTests.

4.0 Scope of Supply

Table I details the responsibilities between the Owner (0) and Contractor (X) forproviding the Site infrastructure, temporary facilities, buildings/ structures, plant systems,major equipment, modules and components which comprises each AP1000 NuclearPower Plant. Each building is detailed as to its physical composition. The functionalEquipment, components and commodities that comprise each system are highlighted. Thetable also depicts those program responsibilities for design, temporary facilities, programmanagement, construction, testing, startup and commissioning of each facility. The itemslisted in Table I define the base scope of supply for the Agreement. Changes due toSupplier design maturity or Supplier initiated Design Change Packages (DCPs) may bemade without impact to the Owner. Changes driven by the Owner are subject to ChangeOrder.

In Table I, the following definitions of column headings and letter symbols apply:

"0" means the Owner and its representatives."X" means the Contractor.

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"Design Criteria" are the functional requirements and data required for the basiceny'neering of Site works, buildings, structures, modules systems or equipment.

"Detail Design" means the engineering analyses, calculations and detail design drawingsand specifications in accordance with the "design criteria" for the supply, erection andconstruction of Site works, buildings, structures, modules, systems or equipment.

"Eq/Comp/Com Supply" means the procurement and supply of necessary material,components and equipment specified for Site works, buildings, structures, modules andsystems.

"Install /Construct" means the erection, installation or construction of all mechanical andelectrical equipment and systems and the completion of all temporary works, civil worksincluding finishes and architectural treatments.

"Establish Requirements" specifies the party responsible for identifying and establishingthe necessary activities that must be completed and provided.

"Provide For" establishes the party responsible for executing the scope including costaccountability and performance responsibility.

Where two organizations are shown for a specific task, the organization (0/X or X/0)first listed has lead responsibility and the second has responsibility to support.

The engineered programs (nEngineered Programs" ) required for the long term operationof the Facility need to be developed prior to power operation. In some cases, Owner maychoose to utilize a program developed for and used by VC Summer Unit 1. For theseEngineered Programs, Contractor will provide the design criteria with the programdevelopment and implementation provided by Owner. The design criteria provided bythe Contractor will be the criteria established in the final design, fabrication andinstallation of the components.

A list of "Special Tools" will be provided in Table 4 of this Exhibit A. This list willcontain equipment and software included in the Contract Price that will be left on Site atthe end of construction for operation of the Facility. If necessary, this list will be updatedduring design finalization, installation and testing. A Special Tool is any tool or softwareneeded for assembling, manipulating, or maintaining plant structures and equipment notreadily available for retail purchase.

In accordance with the Project Execution Plan, the method of providing (lease orpurchase) of Construction Equipment and facilities built for the express purpose ofconstructing the Units will be mutually agreed upon during Phase 1. Pricing will includea line item for the expected disposition of the Construction Equipment and the buildingsduring or in closeout of the project. Contractor and Owner will mutually agree upon thedisposition of the Construction Equipment and the buildings, once their purpose has beenmet.

Page 25 of 62


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EXHIBIT A Table 2AP 1000 Documentation Deliverables

AP1000 Facility Information classified as Proprietary Class 2 Releasable (i.e., deliverableunder this Agreement) and Non-Proprietary Class 3 documents specifically related to thedesign, construction, operation and maintenance of the Facility provided under this Agreementshall be provided from the Contractor's Information Management System BRIMS) in electronicformat via access through a controlled website or similar electronic information portal. Thefinal list of the documentation types to be provided for Owner's access will be developed byContractor and approved by the Owner during Phase I, and expected to include but not limitedto the types of deliverable documents as provided in Table 2-1.

Instructions for access to these documents shall be provided by Contractor for use by Owner'spersonnel, including listing of index fields and query opfions. This information may beelectronically posted on the IMS. The controlled documents will be provided with revisionlevel control, and be uniquely designated.

A majority of the Facility Information quality records will be provided in an electronic formatthat is an imaged document. Contractor recognizes that the Owner may be required to revisedocuments in the future to maintain configuration control and operate the Facility. Contractorwill therefore make a good faith effort to provide access or deliver the best available nativefiles for the documents provided to the Owner. Owner will be responsible for the content anduse of these native files. Contractor shall not be responsible for any consequences resultingfrom the Owner's use of these native files.

Contractor also recognizes that the Owner desires the Facility Information and related databasefiles information and the file attributes that would facilitate transfer to the Owner's datamanagement system. Contractor will make available the databases and the data models for theFacility Information and cooperate with the Owner and a third party vendor to transfer the dataand data files into a format compatible with the Owner's data management system. Workrelated to the conversion of data files or support of converting the data files into the Owner'sdatabase system will be subject to a Change Order.

Designation of Proprietary Data will be defined on a document level, which is classified inaccordance with WCAP 7211, Revision 5, "Proprietary Information and Intellectual PropertyManagement Policies and Procedures" or NDG 10-01-00 Revision 0, "Proprietary Informationand Intellectual Property Management Policies and Procedures" for Westinghouse and Stone &Webster information respectively. Stone & Webster will provide NDG 10-01-00 for reviewand approval during Phase 1.

Proprietary Class 2 Releasable information is sensitive business and technical informafion thatOwner may not disclose without Contractor's prior written authorization except as otherwiseprovided in Article 19 of the Agreement. Proprietary Class 2 Releasable documents will bemarked "Proprietary Class 2". Per Article 19 of the Agreement, Proprietary Class 2 documentsare further categorized into two classes of documents. One class is "Non-disclosable" to Third

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Parties without prior Contractor written consent. The other class of Proprietary Class 2Releasable documents is "Disclosable" to Third Parties, provided that a confidentialityagreement, as provided in Exhibit O-l, is executed prior to any such disclosure. Article 19provides the principles that apply for determining whether documents are disclosable to ThirdParties. Additionally the attributes in the data files in the Information Management System willidentify the documents as "Disclosable" or "Non-disclosable".

Non-Proprietary Class 3 information is non-sensitive information that may be distributed bothinternally and externally to Contractor. This is information which, if published, would notresult in the loss of an existing or potential competitive advantage and may be released on anunrestricted basis. Class 3 is primarily used to describe technical reports, association reviewpapers, and/or marketing and advertising literature.

Page 48 of 62

Confidential ORS SCEG 00653S21

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Table 2-1Types of Deliverable Documents

GENERAL AND ADMINISTRATIVE

Design Control Document (Licensing)Releasable AP1000 and AP600 WCAPs and Technical Reports that apply to theimplemented designAP1000 Documentation Guidelines and Document Numbering

PROJECT MANAGEMENT

Project Execution PlanProject Specific Control ProceduresProject Schedule (includes Engineering, Procurement, QA and Construction)Project Change Notices (Scope, Budget, Schedule Variances)Official Project CorrespondenceMonthly Progress Reports (which includes project control reports, project schedulestatus updates, financial status, etc)

QUALITY ASSURANCE

~ Contractor Project Quality Plan~ Contractor QA Procedures relevant to the Agreement

QA Data Packages including items such as:~ Approved Non-Conformance Reports/ Dispositions~ Radiographic/Non-Destructive Test Data~ Non-Destructive Examination Records (NDE)~ Heat Treatment Records~ Material Origin Certifications~ Approved Design Change Packages

Field Inspection Reports

ENGINEERING

Systems:

Releasable Calculation Notes (See Note 1)System Specification DocumentsPiping and Instrumentation DiagramPiping IsometricsHVAC Duct and Support DrawingsLogic DiagramsSingle Line DiagramsThree Line DiagramsWiring DiagramsPiping SpecificationsPipe Support DetailsPiping Analysis Reports including analyzed pipe hangers

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Execution Version Confidential Trade Secret Information—Subject io Restricted Procedures

Releasable AP1000 Safeguards Information (See Note 1)Releasable AP1000 Equipment Databases (See Note 1)Plant Specific Heat BalanceReleasable Set point Basis Documents (See Note 1)

Equipment

Releasable Design or Equipment Specifications (See Note 1)Outline DrawingsAssembly DrawingsWiring DiagramsControl Logic DrawingsElectronic Equipment Software descriptions, versions and instructionsElectronic Equipment Software Validation and Verification Packages (not to includesource code)Equipment Qualification data packagesEnvironmental Reports (includes conclusions and summaries but not detailed test data)Releasable Equipment Vendor Technical Manuals or Information Packages (See Note1)

Relevant AP1000 Building Drawings and Reports, including

Architectural DrawingsSite Layout DrawingsSite Infrastructure DrawingsFire Zone DrawingsRadiation Zone DrawingsProject as-built drawingsGeotechnical Investigation ReportsResident Geologist reportsGeneral Arrangement DrawingsConcrete Outline DrawingsRebar DrawingsSeismic Analysis Reports (See Note 1)Containment Penetration DrawingsWall and Floor Penetration seal details and supporting test reportsEmbedment and Attachment DrawingsRaceway and Raceway Support DrawingsCable and Conduit Lists including routing dataCable Termination DetailsStructural Steel Frame DrawingsStructural Modules Sub-Assembly DrawingsComposite lay-out drawingsModule DrawingsInstrument Tubing and Support DrawingsPlant As-Designed 3D PDS Model files

PROCUREMENTPage 50 of 62


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Qualified & Approved Vendor/Supplier Lists (available for review, not a deliverable)Source Surveillance, Audits & Reports (provided for information, Not subject to Ownerapproval)Receipt Inspection Procedures (provided for information, Not subject toOwner approval)Handling, Shipping, and Storage (provided for information, Not subject to Ownerapproval) Equipment Specifications and related drawingsWarehouse storage designations

CONSTRUCTION

Construction Execution PlanSite layout and utilities PlanConstruction SpecificationsReleasable Construction Drawings (See Note I)Safety ReportsField Purchase Orders, Receipt & Audit Reports for permanent plant equipmentField Deficiency Reports (NCN, FCRs, ECR, etc.)Welding Records (PQR, PQAR and WPS)Field Engineering ProceduresSystem Flushing Index & ReportsConstruction Testing Reports (included in Turnover Packages)Equipment / System / Area Turnover PackagesConstruction Lifting, Handling & Erection (provided for information, Not subject toOwner approval)Civil Material & Property ReportsMechanical Property Records for Safety Related ComponentsMechanical, Civil, Electrical and I & C Installation and Inspection Procedures(provided for information, Not subject to Owner approval)Occupancy Inspections & ReportsMeasuring and Test Equipment program documentsLayout/Location details for all underground facilities and 3D model as developed

TESTING & STARTUP

Startup Site Administrative ManualPre Operational Testing Procedures/ ReportsStructural Integrity Test ProcedureIntegrated Leak Rate Test ProcedureTesting & Maintenance Procedures (Initial Start-up and Operations)Testing Acceptance CriteriaOperating Procedures (e.g. Normal, Emergency)Spare Parts ListsSpecial Tools ListsStartup and Performance Test ReportsCalibration Procedures & Reports

Note 1: For Documentation that is "Releasable" in accordance with WCAP 7211 or ND 10-01-00 and is applicable to the Facility.

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EXHIBIT A — Table 3AP 1000 Mandatory Spare Parts

Mandatory Spare Parts list will be inserted here as developed during the completion of the Facility.

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EXHIBIT A — Table 4

AP1000 Special Tools

This list of Special Tools may be updated through Design Finalization and Initial Testing.

WBS3.403.U1X4033 MZ01

U1X4033 MZ02

U1X4033 MZ03U1X4033 MZ04U1X4033 MZ05U1X4033 MZ06U1X4033 MZ07U1X4033 MZ08U1X4033 MZ09U1X4033 MZ10

U2X4033 MZ01

U2X4033 MZ02U2X4033 MZ03

U2X4033 MZ04U2X4033 MZ05U2X4033 MZ06U2X4033 MZ07U2X4033 MZ08

U2X4033 MZ09U2X4033 MZ103.CCS.MZ3GU1ACCS MZ01AU1ACCS MZ01B

U1ACCS MZ01CU1ACCS MZ01DU2ACCS MZ01AU2ACCS MZ01BU2ACCS MZ01C

U2ACCS MZ01D3.CVS.MZ00U1NCVS MZ01

U1NCVS MZ02U1NCVS MZ03U1NCVS MZ04

U2NCVS MZ01

U2NCVS MZ02U2NCVS MZ03

U2NCVS MZ04

Descri tionANNEX BUILDING ELEV 3 PROCUREMENT

HMS DRILL PRESSHMS BAND SAWHMS PWR HACKSAWHMS UNIVERSAL GRINDERHMS LATHE

HMS MILLING MACHINE

HMS PEDESTAL GRINDERHMS HYDRAULIC PRESSHMA WELDING PLATENHMS Valve La in MachineHMS DRILL PRESSHMS BAND SAWHMS PWR HACKSAWHMS UNIVERSAL GRINDERHMS LATHE

HMS MILLING MACHINEHMS PEDESTAL GRINDERHMS HYDRAULIC PRESSHMA WELDING PLATENHMS Valve La in Machine

CCS HX BOLT TIGHTENER RACHET SPANNERCCS HX Bolt Ti htener Rachet S armer ACCS HX Bolt Ti htener Rachet S armer B

CCS HX Bolt Ti htener RachetS armer CCCS HX Bolt Ti htener RachetS armer D

CCS HX Bolt Ti htener Rachet S armer A

CCS HX Bolt Ti htener Rachet S armer B

CCS HX Bolt Ti htener Rachet S armer CCCS HX Bolt Ti htener RachetS armer D

MAKEUP PUMP TOOLSCVS Makeu Pum Thrust Collar Nut ToolCVS Makeu Pum Internal Casin InsNVith

CVS Makeu Pum Thrust Collar ShaftAd'VS

Makeu Pum Thrust Collar WithdrawalCVS Makeu Pum Thrust Collar Nut ToolCVS Makeu Pum Internal Casin Ins/With

CVS Makeu Pum Thrust Collar ShaftAd'VS

Makeu Pum Thrust Collar Withdrawal

Page 53 of 62

Data Sheet

MZ41-ZOD-001

MZ42-ZOD-001

MZ43-ZOD-001

MZ44-ZOD-001

MZ45-ZOD-001

MZ46-ZOD-001

MZ47-ZOD-001

MZ48-ZOD-001

MZ49-ZOD-001

MZ50-ZOD-001

MZ41-ZOD-001

MZ42-ZOD-001

MZ43-ZOD-001

MZ44-ZOD-001

MZ45-ZOD-001

MZ46-ZOD-001

MZ47-ZOD-001

MZ48-ZOD-001

MZ49-ZOD-001

MZ50-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3G-ZOD-001

MZ3J-ZOD-001

MZ3K-ZOD-001

MZ3L-ZOD-001

MZ3M-ZOD-001

MZ3J-ZOD-001

MZ3K-ZOD-001

MZ3L-ZOD-001

MZ3M-ZOD-001


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WBS3.FHS.FH50U1MFHS FH50U2MFHS FH503.FHS.FH51U1MFHS FH51

U2MFHS FH51

3.FHS.FH52U1MFHS FH52

Descri tionNEW RCC HANDLING TOOL

NEW RCC HANDLING TOOLNEW RCC HANDLING TOOL

NEW FUEL ASSEMBLY HANDLING TOOLNEW FUEL ASSEMBLY HANDLING TOOLNEW FUEL ASSEMBLY HANDLING TOOL

SPENT FUEL ASSEMBLY HANDLING TOOLSPENT FUEL ASSEMBLY HANDLING TOOL

Data Sheet

FH50-ZOD-001FH50-ZOD-001

FH51-ZOD-001

FH51-ZOD-001

FH52-ZO D-001U2MFHS FH523.FHS.FH53U1MFHS FH53U2MFHS FH53

SPENT FUEL ASSEMBLY HANDLING TOOL FH52-ZO D-001BURNABLE POISON ROD ASSBY HANDLING

BURNABLE POISON ROD ASSBY HANDLING TOOL FH53-ZOD-001BURNABLE POISON ROD ASSBY HANDLING TOOL FH53-ZOD-001

3.FHS.FH54U1MFHS FH54U2MFHS FH543.FHS.FH55U1MFHS FH55U2MFHS FH553.FHS.FH56U1MFHS FH56U2MFHS FH56

3.FHS.FH57U1MFHS FH57U2MFHS FH573.FHS.FH58U1MFHS FH58U2MFHS FH583.FHS.FH59U1MFHS FH59U2MFHS FH593.FHS.FH60U1MFHS FH60U1MFHS FH61

U2MFHS FH60U2MFHS FH61

3.FHS.F809U1MFHS F608U2MFHS FS083. FH8. MZ01

U1MFHS MZ01A

U1MFHS MZ01BU1MFHS MZ01CU1MFHS MZ01D

U1MFHS MZ101A

CONTROL ROD DRIVE UNLATCH TOOLCONTROL ROD DRIVE UNLATCH TOOLCONTROL ROD DRIVE UNLATCH TOOL

CONTROL ROD DRIVE SHAFT HANDLING TOOLCONTROL ROD DRIVE SHAFT HANDLING TOOLCONTROL ROD DRIVE SHAFT HANDLING TOOL

IRRADIATED SAMPLE HANDLING TOOLIRRADIATED SAMPLE HANDLING TOOLIRRADIATED SAMPLE HANDLING TOOL

ROD CONTROL CLUSTER HANDLING TOOLROD CONTROL CLUSTER HANDLING TOOLROD CONTROL CLUSTER HANDLING TOOL

CRDS HANDLING TOOLCRDS HANDLING TOOLCRDS HANDLING TOOL

IRRADIATED SAMPLE HANDLING TOOLIrradiated Sam le Loadin ToolIrradiated Sam le Loadin Tool

SPENT FUEL HNDLNG LOAD TEST FIXTURELOAD TEST FIXTURE INSIDE CONTAINMENTS ent Fuel Hndln Mchne Load Test FixturLOAD TEST FIXTURE INSIDE CONTAINMENTS ent Fuel Hndln Mchne Load Test Fixtur

ROD CONTROL CLUSTER HANDLING TOOLRod Control Cluster Chan e FixtureRod Control Cluster Chan e Fixture

REACTOR VESSEL STUD TENSIONER SYSTEMReactor Vessel Stud Tensioner A

Reactor Vessel Stud Tensioner B

Reactor Vessel Stud Tensioner CReactor Vessel Stud Tensioner D

RV Stud Bolt Automatic Rotation Device A


FH55-ZOD-001

FH55-ZOD-001



FH58-ZOD-001

FH58-ZOD-001

FH59-ZOD-001

FH59-ZOD-001

FH60-ZOD-001


FH60-ZOD-001

F809-ZOD-001F809-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ1A-ZOD-001

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WBSU1MFHS MZ101BU1MFHS MZ101CU1MFHS MZ101DU2MFHS MZ01A

U2MFHS MZ01BU2MFHS MZ01CU2MFHS MZ01DU2MFHS MZ101A

U2MFHS MZ101BU2MFHS MZ101CU2MFHS MZ101D3. FHS. MZ07

U1MFHS MZ07

U2MFHS MZ07

3.FHS.MZ13U1MFHS MZ13

U2MFHS MZ13

3.FHS.MZ1 4U1MFHS MZ14

U2MFHS MZ143.FHS.MZ15U1MFHS MZ15

U2MFHS MZ15

3.FHS.MZ16U1MFHS MZ16U2MFHS MZ16

3.FHS.MZ1 7

U1MFHS MZ17

U2MFHS MZ17

3.FHS. MZRV.Z1BU1MFHS MZ102AU1MFHS MZ102B

U1MFHS MZ102CU1MFHS MZ102DU2MFHS MZ102AU2MFHS MZ102BU2MFHS MZ102CU2MFHS MZ102D3.FHS.MZRV.Z1CU1MFHS MZ103AU1MFHS MZ103BU1MFHS MZ103CU1MFHS MZ103DU2MFHS MZ103A

Descri tionRV Stud Bolt Automatic Rotation Device B

RV Stud Bolt Automatic Rotation Device C

RV Stud Bolt Automatic Rotation Device D

Reactor Vessel Stud Tensioner A

Reactor Vessel Stud Tensioner B

Reactor Vessel Stud Tensioner C

Reactor Vessel Stud Tensioner D

RV Stud Bolt Automatic Rotation Device A

RV Stud Bolt Automatic Rotation Device B

RV Stud Bolt Automatic Rotation Device CRV Stud Bolt Automatic Rotation Device D

NEW FUEL VAULT INSPECTION PLATFORMNew Fuel Vault ins ection PlatformNew Fuel Vault ins ection Platform

THIMBLE PLUG HANDLING TOOLThimble Plu Handlin ToolThimble Plu Handlin Tool

BUTTON HEIGHT MEASURING TOOLButton Hei ht Measurement ToolButton Hei ht Measurement Tool

FUEL ASSY LOADING GUIDEFuel Assembl Loadin GuideFuel Assembl Loadin Guide

FUEL ASSY LOADING GUIDE L-SHAPEFuel Assembl Loadin Guide - L-Sha edFuel Assembl Loadin Guide - L-Sha ed

GENERIC REFUELING TOOLBOXGeneric Refuelin ToolboxGeneric Refuelin Toolbox

RV STUD BOLT NUT BOLTING TOOLSRV Stud Bolt Nut Boltin Tool A

RV Stud Bolt Nut Boltin Tool B

RV Stud Bolt Nut Boltin Tool C

RV Stud Bolt Nut Boltin Tool D

RV Stud Bolt Nut Boltin Tool A

RV Stud Bolt Nut Boltin Tool B

RV Stud Bolt Nut Boltin Tool C

RV Stud Bolt Nut Boltin Tool D

RV STUD BOLT AIR BALANCERSRV Stud Bolt Air Balancer A

RV Stud Bolt Air Balancer B

RV Stud Bolt Air Balancer CRV Stud Bolt Air Balancer D

RV Stud Bolt Air Balancer A

Page 55 of 62

Data SheetMZ1 A-ZOD-001

MZ1A-ZOD-001

MZ1A-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ01-ZOD-001

MZ1A-ZOD-001

MZ1A-ZOD-001

MZ1A-ZOD-001

MZ1A-ZOD-001

MZ07-ZOD-001

MZ07-ZOD-001

MZ13-ZOD-001

MZ13-ZOD-001

MZ14-ZOD-001

MZ14-ZOD-001

MZ15-ZOD-001

MZ1 5-ZOD-001

MZ16-ZOD-001

MZ16-ZOD-001

MZ17-ZOD-001

MZ1 7-ZOD-001

MZ1 B-Z0D-001

MZ1 B-ZOD-001

MZ1 B-ZOD-001

MZ1 B-ZOD-001

MZ1B-ZOD-001

MZ1 B-ZOD-001

MZ1 B-ZOD-001

MZ1B-ZOD-001

MZ1C-ZOD-001

MZ1C-ZOD-001

MZ1 C-ZOD-001

MZ1C-ZOD-001

MZ1 C-ZOD-001


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WBSU2MFHS MZ1 03BU2MFHS MZ103CU2MFHS MZ103D3.FHS. MZRV.Z1D

U1MFHS MZ1 04AU1MFHS MZ1 04BU1MFHS MZ104CU1MFHS MZ104D

U2MFHS MZ104AU2MFHS MZ1 04BU2MFHS MZ104CU2MFHS MZ104D3.FHS.MZRV.Z1EU1MFHS MZ105AU1MFHS MZ105B

U1MFHS MZ105CU1MFHS MZ105D

U2MFHS MZ105AU2MFHS MZ105BU2MFHS MZ105CU2MFHS MZ105D3. FH S. MZRV.Z1F

U1MFHS MZ106U2MFHS MZ106

3.FHS.MZRV.Z1HU1MFHS MZ200U2MFHS MZ2003.FHS.MZRV.Z1 JU1MFHS MZ111AU1MFHS MZ111BU1MFHS MZ111CU1MFHS MZ111D

U2MFHS MZ111A

U2MFHS MZ111BU2MFHS MZ111CU2MFHS MZ111D3.FHS.MZRV.Z1KU1MFHS MZ121

U2MFHS MZ121

3. FHS. MZRV.Z1LU1MFHS MZ131

U2MFHS MZ1 31

3. FWS. MZ2A

U1PFWS MZ01

Descri tionRV Stud Bolt Air Balancer B

RV Stud Bolt Air Balancer C

RV Stud Bolt Air Balancer D

RV STUD BOLT LIFTING WIRE TWIST RETURN JRV Stud Bolt Liftin Wire Twist Return JRV Stud Bolt Liftin Wire Twist Return JRV Stud Bolt LIRin Wire Twist Return JRV Stud Bolt LIRin Wire Twist Return JRV Stud Bolt Liftin Wire Twist Return JRV Stud Bolt Liftin Wire Twist Return JRV Stud Bolt Liftin Wire Twist Return JRV Stud Bolt Liftin Wire Twist Return J

RV STUD BOLT WRENCHESRV Stud Bolt Wrench A

RV Stud Bolt Wrench B

RV Stud Bolt Wrench C

RV Stud Bolt Wrench D

RV Stud Bolt Wrench A

RV Stud Bolt Wrench B

RV Stud Bolt Wrench C

RV Stud Bolt Wrench D

RV STUD ELONG MEASUREMENT DEVICESRV Stud Bolt Elon ation Measurement DeviceRV Stud Bolt Elan ation Measurement Device

RV STUD HOLE PLUG HANDLING TOOLSRV Stud Hole Plu Handlin ToolRV Stud Hole Plu Handlin Tool

RV STUD BOLT TENSIONER ELECT HOISTSRV Stud Bolt Tensioner Electric Hoist A

RV Stud Bolt Tensioner Electric Hoist B

RV Stud Bolt Tensioner Electric Hoist CRV Stud Bolt Tensioner Electric Hoist D

RV Stud Bolt Tensioner Electric Hoist A

RV Stud Bolt Tensioner Electdic Hoist B

RV Stud Bolt Tensioner Electric Hoist CRV Stud Bolt Tensioner Electric Hoist D

RV STUD NUT 6 WASHER CONVEY RACKSRV Stud Nut, & Washer Conve ance RackRV Stud Nut & Washer Conve ance Rack

RV STUD BOTTOM & TOP PLUG SPANNERRV Stud BottomPlu and To Plu S armerRV Stud Bottom Plu and To Plu S armer

STARTUP FDWTR PUMP SPECIAL TOOLSSU FW Pum S ecial S anners & Hex Bar Wr

Data SheetMZ1C-ZOD-001

MZ1C-ZOD-001

MZ1C-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1D-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1E-ZOD-001

MZ1F-ZOD-001

MZ1F-ZOD-001

MZ1H-ZOD-001

MZ1H-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1 J-ZOD-001

MZ1K-ZOD-001

MZ1K-ZOD-001

MZ1L-ZOD-001

MZ1L-ZOD-001

MZ2A-ZOD-001

Page 56 of 62


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WBSU2PFWS MZ01

3.IDS.DB01.HWE

U1EIDSA DY001

U2EIDSA DY001

3.MHS

U1MMHS MH18

U1MMHS MH19A

U1MMHS MH19BU1MMHS MHEXTRA-1

U1MMHS MHEXTRA-3

U2MMHS MH18

U2MMHS MH19A

U2MMHS MH19BU2MMHS MHEXTRA-1

U2MMHS MHEXTRA-3

3.RCS.MH17.HWEUCRRCS MH01

3.RCS.MZ19U1RRCS MZ01

U2RRCS MZ01

3.RCS.MZ3AU1RRCS MZ30

U2RRCS MZ30

3.RCS.MZ3BU1RRCS MZ31A

U1RRCS MZ31B

U2RRCS MZ31A

U2RRCS MZ31B

3.RCS.MZ3CU1RRCS MZ32A

U1RRCS MZ32B

U1RRCS MZ32CU1RRCS MZ32D

U2RRCS MZ32A

U2RRCS MZ32B

U2RRCS MZ32C

U2RRCS MZ32D

3.RCS.MZ3DU1RRCS MZ33A

U1RRCS MZ33B

Descri tionSU FW Pum S ecial S anners & Hex Bar Wr

CLASS IE BATTERY HARDWARE

125V BATTERY SPECIAL TOOLS

125V BATTERY SPECIAL TOOLSMECHANICAL HANDLING SYS PROCUREMENT

Corridor H draulic Lift PlatformShield Bid Annulus Personal Basket NorthShield Bid Annulus Personal Basket South

Annex Buildin Lift Platform

Aux Buildin Lift PlafformCorridor H draulic Lift PlatformShield Bid Annulus Personal Basket NorthShield Bid Annulus Personal Basket South

Annex Buildin Lift Platform

Aux Buildin Lift PlafformRCP/MOTOR MAINT CART HARDWARE

Reactor Coolant Pum /Motor Maintenance CPORTABLE RCS VENT VACUUM SKID

Portable RCS Vent Vacuum SkidPortable RCS Vent Vacuum Skid

MANHOLE HANDLING EQUIPMENTSG Manhole Handlin E ui mentSG Manhole Handlin E ui mentMANHOLE FLANGE-FACE PROTECTION PLATES

SG Manhole Flan e-Face Protection PlateSG Manhole Flan e-Face Protection PlateSG Manhole Flan e-Face Protection PlateSG Manhole Flan e-Face Protection Plate

MANHOLE DUCT FLANGESSG Manhole Duct Flan e A

SG Manhole Duct Flan e B

SG Manhole Duct Flan e C

SG Manhole Duct Flan e D

SG Manhole Duct Flan e A

SG Manhole Duct Flan e B

SG Manhole Duct Flan e C

SG Manhole Duct Flan e D

MANHOLE TEMPORARY LIDSSG Manhole Tem ora Lid A

SG Manhole Tem ora Lid B

Page 57 of 62

Data SheetMZ2A-ZOD-001

DB01-ZOD-001T

DB01-ZOD-001T

MH18-ZOD-001

MH19-ZOD-001

MH1 9-ZOD-001

MH1 8-ZOD-001

MH1 8-ZOD-001

MH18-ZOD-001

MH19-ZOD-001

MH19-ZOD-001

MH18-ZOD-001

MH18-ZOD-001

MH17-ZOD-001

MZ19-ZOD-001

MZ19-ZOD-001

MZ3A-ZOD-001

MZ3A-ZOD-001

MZ3B-ZOD-001

MZ3B-ZOD-001

MZ3B-ZOD-001

MZ3B-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3C-ZOD-001

MZ3D-ZOD-001

MZ3D-ZOD-001

Confidential GRS SCEG 00653330

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WBSU1RRCS MZ33C

U1RRCS MZ33D

U2RRCS MZ33A

U2RRCS MZ33BU2RRCS MZ33CU2RRCS MZ33D

3.RCS.MZ3EU1RRCS MZ34

U1RRCS MZ35U2RRCS MZ34

U2RRCS MZ353.RNS.MZ3NU1NRNS MZ01

U2NRNS MZ01

3.RNS.MZ3QU1NRNS MZ1 1

U2NRNS MZ1 1

3. RXS.MY90. HWEU1RRXS MYY01

U2RRXS MYY01

3.SFS.MZ3HU1NSFS MZ01A

U1NSFS MZ01BU1NSFS MZ01C

U1NSFS MZ01DU2NSFS MZ01A

U2NSFS MZ01BU2NSFS MZ01CU2N SF S MZ01D3.SWS.MZ3PU1ASWS MZ01

U2ASWS MZ01

3.WSS.MH60U1MMHS MH60U1WWSS MR01

U1WWSS MR02

Descri tionSG Manhole Tem ora Lid C

SG Manhole Tem ora Lid D

SG Manhole Tem ora Lid A

SG Manhole Tem ora Lid B

SG Manhole Tem ora Lid CSG Manhole Tem ra Lid D

DRAIN PLUGSSG Drain Plu

SG Manhole Stud Bolt TensionerSG Drain PluSG Manhole Stud Bolt Tensioner

RNS PUMP IMPELLER DISASSEM TOOLRNS Pum Im aller Disassembl /Mountin JRNS Pum Im aller Disassembl /Mountin J

RNS PUMP DISASSEMBLY/MOUNTING TABLERNS Pum Disassembl /Mountin TableRNS Pum Disassembl /Mountin Table

IRRAD TUBE PLUG SEAT JACK HOWEIRRAD TUBE PLUG SEAT JACKIRRAD TUBE PLUG SEAT JACK

SPENT FUEL POOL COOLING PUMP TOOLSSFS HX Bolt Ti htener Rachet S armer A

SFS HX Bolt Ti htener Rachet S armer B

SFS HX Bolt Ti htener Rachet S armer C

SFS HX Bolt Ti htener Rachet S armer D

SFS HX Bolt Ti htener Rachet S armer A

SFS HX BoltTi htener RachetS armer B

SFS HX Bolt Ti htener Rachet S armer CSFS HX Bolt Ti htener Rachet S armer D

SERVICE WATER PUMP TOOLSSWSPum Packin WithdrawalToolSWS Pum Packin Withdrawal Tool

FILTER TRANSFER CASKSFilter Transfer CaskHA FILTER TRANSFER CASKMA FILTER TRANSFER CASK

Data SheetMZ3D-ZOD-001

MZ3D-ZOD-001

MZ3D-ZOD-001

MZ3D-ZOD-001

MZ3D-ZOD-001

MZ3D-ZOD-001

MZ3E-ZOD-001

MZ3F-ZOD-001

MZ3E-ZOD-001

MZ3F-ZOD-001

MZ3N-ZOD-001

MZ3N-ZOD-001

MZ3Q-ZOD-001

MZ3Q-ZOD-001

MY90-ZOD-001

MY90-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3H-ZOD-001

MZ3P-ZOD-001

MZ3P-ZOD-001

MH60-ZOD-001

MH60-ZOD-001

MH60-ZOD-001

U1 WWSS MZ02

U1WWSS MZ04

MA FILTER CASK TENSION TOOLMA FILTER CASK SHIELD PLUG ROLLER SUPPOR

U1WWSS MSCART MA FILTER TRANSFER CART MH60-ZOD-002

MH60-ZOD-004MH60-ZOD-006

U1WWSS MZ05

U2MMHS MH60

U2WWSS MR01

U2WWSS MR02

MA FILTER CASK SHIELD PLUG SUPPORT STANDFilter Transfer CaskHA FILTER TRANSFER CASKMA FILTER TRANSFER CASK

MH60-ZOD-007

MH60-ZOD-001

MH60-ZOD-001

MH60-ZOD-001U2WWSS MSCART MA FILTER TRANSFER CART MH 60-ZOD-001

Page 58 of 62

Cnnsdantial ORS SCEG 00653831

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Page 59 of 62


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EXHIBIT BContractor'8 Organization

Page I of 2

Conantonant ORS SCEG 00653836

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EXHIBIT DAP1000 —Project Execution Plan Processes

Capitalized terms used herein and not otherwise defined herein have the meaningsassigned to such terms in the Agreement to which this Exhibit D is appended.

The Project Execution Plan will incorporate the following processes. The Parties maymutually agree to modify the title or description of such processes or add additionalprocesses to the Project Execution Plan.

Process Title Process Descri tion

Project ManagementPlan

Describes the project organizational structure, work scope anddivision of responsibilities, top level project schedule and list ofkey deliverables. Outlines the responsibility assignments, toplevel principles, strategies, systems and processes employed inthe project. This process will address the Limited Notice(s) toProceed issued by Owner to authorize the Phase 1 Work. Thisprocess will also address Project Schedule adjustments,including those related to first concrete pouring and COLapproval.

Risk Management Defines process to identify, assess, categorize manage and trackrisk items. It includes process to report status of risk mitigationand track to completion.

Schedule Defines the process of creating and controlling the ProjectSchedule with an agreed integrated work breakdown structurefor the identification of activity fiDs) with appropriate linksbetween design finalization, procurement and construction.

SupplyChain/ProcurementPlan

Describes processes, procedures, roles and responsibilities forthe demand plan, supply plan, risk management andprocurement/logistics processes for the purchase of goods andservices. Provides a coordinated strategy to ensure on-timedelivery of cost effective, quality products and services.

ConstructionExecution Plan

Establish the construction philosophy and planned approach forthe AP1000 Standard Plant, such that execution of theconstruction portion of the Work will be completed inaccordance with the requirements of the Agreement andSubcontracts. This plan defines the scope of the constructionportion of the Work, Contractor's project management team'sorganization, and how the construction portion of the Work willbe managed.

Page 1 of 4


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Process Title

Module Plan

Process Descri tion

Document the process and infrastructure required forcompletion of module planning, design, procurement,fabrication and assembly, testing, delivery, storage, Siteassembly, outfitting and installation to support construction ofthe AP1000 Nuclear Power Plant (the nAP1000"). Establishesprocess for vendor selection and lists selected fabricators foreach module. Lists the structural/mechanical modules andpiping assemblies and identifies Contractor's or Subcontractors'rganizations

responsible for design/supply of each module.

Quality AssurancePlan

Description of requirements of Quality Assurance Program andhow the Westinghouse Quality Management System and ShawStone & Webster Quality Assurance Program are implementedand identifies supplemental procedures that will be required.

ProcessImprovement/LessonsLearned

Process to identify and evaluate lessons learned from AP1000and other projects and maintain them in a centralized system.Describes how to submit, evaluate and distribute lessonslearned and recommend corrective actions.

project EngineeringPlan

An upper level program document that provides the descriptionand guidance for executing the responsibilities, functions andactivities of Contractor's engineering organizations for AP1000projects. Summarizes the interfaces, interactions andrelationships with the rest of the AP1000 project organization.It does not contain detailed program descriptions orimplementing procedures; rather, it references the detailedprogram descriptions and their respective implementingprocedures.

Project Completionand Closeout

Identifies activities required to document completion of theWork. Identifies documentation required to document that aUnit has been delivered, constructed and tested in accordancewith the terms of the Agreement and the deliverables have beenprovided and accepted by Owner, and all contract relatedcommercial issues have been resolved.

Page 2 of 4


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Process Title

Project Controls Plan

Process Descri tion

Describes the measurement, monitoring and forecastingmethods for the change control process for schedule and costwith necessary approval and reporting. Describes the projectcontrols to be utilized and describes the project controlsorganization and responsibilities. The cost controls area willalso define the processes, procedures, roles, and responsibilitiesfor how invoices and adjustments to invoices (i.e. escalation,contingency) will be submitted to Owner and how costs will bereported to Owner to fulfill FERC and South Carolina PublicService Commission requirements.

System Turnover Establishes the requirements and responsibilities for theTurnover process from construction to startup. Define thescope and verification of Work completion for ContractorTurnover of a Unit to the Owner and its Operator.

Start-up andCommissioning

Describes test activities associated with Preoperational Test andStart-up Test programs. Defines test sequencing proceduresand Level 3 test schedules. Defines roles and responsibilities,Site staff assumptions, and number of test personnel to achievethe test program. Lists Preoperational Test and Start-up TestITAACs. Addresses interface with Turnover.

Communication Plan Provide clear and effective formal Contractor communications,including information that affects schedule, engineering,consnuction, quality, procurement or contractual mattersbetween Contractor and Owner, Subcontractors, and relevantthird parties. Provide project documentation distribution matrixto Owner.

Contract/SubcontractManagement

Describe how the contractual and financial requirements will bemanaged and executed between Owner and Contractor fromexecution of the Agreement to Final Completion. Includes themanagement of the agreement between the ConsortiumMembers. Describes philosophy of flow down obligations andintegration from the Consortium Members to their Subcontractsas specifically related to the Agreement.

Regulatory/LicensingManagement

Identifies requirements and describes regulatory submittals andinteractions with the NRC during each phase, pre-COLAapplication, COL support, ITAAC in planning, NRC oversightof procurement, fabrication and construction.

Page 3 of 4


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Process Title Process Descri tion

AP1000ConfigurationManagement

Documents adherence to 10 CFR Part 50, Appendix B in designand configuration control as the Work evolves fromengineering through procurement, construction and Turnover.Documents general inter-organization processes for design andconfiguration management and consol.

AP1000StandardizationManagement

Outline the reasons and benefits of domestic and internationaldesign standardization of the AP1000 and establish limits forstandardization.

Resource StaffingManagement

Process to manage the project resources with emphasis onstaffing. Necessary instructions to resource with competentindividuals with the necessary training and qualifications todeliver a quality product. Controls will be specified to checkindividual qualifications and provide supplemental training forsite activities.

InformationManagement System

Develop central database and "air traffic control" system usingSmart Plant Foundation with links to the sources ofinformation. Identify/document processes for populating,maintaining, delivering and accessing information. Defineunique plant information technology infrastructurerequirements needed for information management system tofunction.

Page 4 of 4

Con6denuid GRS scEG 00653849

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Exhibit EProject Schedule

The Project Schedule (and any revisions thereto) is the Primavera schedule.

The Project Schedule for construction of the Standard Plant is provided on the Attachment basedon the Full Notice to Proceed being received no later than fifty-four (54) months prior to the FirstUnit's Guaranteed Substantial Completion Date of April I, 2016, at which time the first safety-related concrete (i.e., Nuclear Island Basemat) pouring must commence for the First Unit and theSecond Unit's Guaranteed Substantial Completion Date of January I, 2019.

No later than September 30, 2008, Contractor will prepare and deliver to Owner a Site specificProject Schedule that will incorporate the Site specific Work with a Site specific constructionschedule which will take into consideration the NRC's schedule for its review and approval ofthe Owner's COLA. Both Parties will work together in this Project Schedule changedevelopment to try to protect the April I, 2016 Unit 2 Guaranteed Substantial Completion Date,at minimal cost impact to Owner.

Contractor shall perform the Work under this Agreement in accordance with the ProjectSchedule. The Project Schedule shall be updated throughout the Contractor's performance of theWork as necessary to meet the following Milestones, as adjusted based on the Site specificProject Schedule described above.

Critical Milestones

8/ I/2013

COL Application Approved (LIOOOGW105)'BDStart First Unit Concrete Nuclear Island Basemat (L2NIPOURSM) 10/ I/2011

Start Second Unit Concrete Nuclear Island Basemat (L2NIPOURSM)

First Unit Reactor Vessel Received on Site (C1223MVOO) 5/15/2013

Set First Unit Containment Vessel Bottom Head on Basemat Legs (C1103MV501)12/27/2013

First Unit Fuel Load (VC Sum U2 SORX9FTOOI ) 10/2/2015

First Unit Substantial Completion ( SORX9FT057 ) 4/I/2016

Second Unit Fuel Load (VC Sum U3 SORX9FTOO I) 6/30/2018

Second Unit Substantial Completion (SORX9FT067 ) I/I/2019

Notes:

1. COL Issuance and Full Notice to Proceed are required to support the Critical Milestones.2. Project Schedule identifiers provided in parenthesis. The identifier numbering (but not the

activity) may change in the schedule incorporating the site specific work.


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