00-ZA-E-G09000_B
Short Description
00-ZA-E-G09000_B...
Description
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 2 of 47
INDEX INDEX ...................................................................................................................................................2 ATTACHMENTS: ..................................................................................................................................3 ATTACHMENT 1: ENGINEERING ORGANISATION MATRIX.............................................................3 ATTACHMENT 2: PROCEDURES INDEX AMENDMENTS AND REVISIONS ...................................3 AMENDMENTS AND REVISIONS ........................................................................................................4 1.
PURPOSE ...................................................................................................................................5
2.
SCOPE........................................................................................................................................5
3.
APPROACH TO PROJECT EXECUTION...................................................................................5 3.1
PROJECT OBJECTIVES .......................................................................................................5
3.2
PROJECT STRATEGY ..........................................................................................................6
3.3
PROJECT ORGANIZATION AND RESPONSIBLITIES.........................................................6
3.4
CONTRACTOR AND COMPANY COOPERATION...............................................................7 3.4.1
COOPERATION ...........................................................................................................8
3.4.2
FACILITIES AND SERVICES.......................................................................................8
3.4.3
BLOCK VISA ................................................................................................................8
3.5
HEALTH, SAFETY AND ENVIRONMENTAL (HSE)..............................................................8
3.6
QUALITY MANAGEMENT IN PROJECT EXECUTION .......................................................13
3.7
RISK ASSESSMENT AND MANAGEMENT........................................................................13
4.
EXECUTION OF THE WORK ...................................................................................................14 4.1
CONTRACT DOCUMENTS REVIEW...................................................................................14
4.2
DETAILED ENGINEERING AND DESIGN ..........................................................................14
4.3
DISCIPLINE ACTIVITIES.....................................................................................................15
4.4
4.3.1
FIELD AND PLATFORMS DESIGN ...........................................................................15
4.3.2
ONSHORE PIPELINES DESIGN ...............................................................................20
4.3.3
OFFSHORE SEALINES DESIGN...............................................................................21
4.3.4
SUBMARINE COMPOSITE CABLES & SUBSEA UMBILICALS ENGINEERING ......25
4.3.5
ENGINEERING INTERFACES ...................................................................................27
4.3.6
CONSTRUCTABILITY................................................................................................27
4.3.7
PRELIMINARY DESIGN VERIFICATION...................................................................28
4.3.8
ENGINEERING ORGANIZATION MATRIX ................................................................28
PROJECT CONTROLS........................................................................................................29 4.4.1
OVERVIEW ................................................................................................................29
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 3 of 47
WORK BREAKDOWN STRUCTURE .........................................................................29
4.4.3
PLANNING AND SCHEDULING ................................................................................30
4.4.4
PROGRESS MEASUREMENT...................................................................................31
4.4.5
PROJECT REPORTING.............................................................................................32
4.5
PROCUREMENT .................................................................................................................33
4.6
CONSTRUCTION MANAGEMENT......................................................................................34
4.7
OFFSHORE TRANSPORT AND INSTALLATION...............................................................37
4.8
5.
4.4.2
4.7.1
INSTALLATION ENGINEERING ................................................................................37
4.7.2
INTERFACES.............................................................................................................39
4.7.3
OFFSHORE TRANSPORTATION OF FACILITIES ....................................................40
4.7.4
OFFSHORE INSTALLATION .....................................................................................40
ONSHORE CONSTRUCTION AND INSTALLATION ..........................................................44 4.8.1
ONSHORE ONSITE TEMPORARY FACILITIES........................................................44
4.8.2
ONSHORE PIPELINE CONSTRUCTION / INSTALLATION WORKS ........................44
INDEX OF PROCEDURES .......................................................................................................47
ATTACHMENTS:
ATTACHMENT 1: ENGINEERING ORGANISATION MATRIX
ATTACHMENT 2: PROCEDURES INDEX
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 4 of 47
AMENDMENTS AND REVISIONS
Amendment and revision
Date
X1
23.04.2011
Interdisciplinary Check
GS
A
26.04.2011
Issued for COMPANY comments / Approval
GS
B
24.07.2011
Revised incorporating COMPANY comment
GS
Page
Description
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 5 of 47
1.
PURPOSE
This document, Work Execution Plan and Procedure (WEPP), provides a general statement on the CONTRACTOR’s plan to execute the PROJECT in order to achieve the CONTRACT Requirements, Objectives and Goals. This document is intended to be a strategic planning set of documents that defines the objectives, plans, requirement and information necessary for project execution as required by OOK Contracts n. 6600026283, Schedule B, Paragraph 4.8. and by IK Contracts n. 6600026284, Schedule B, Paragraph 4.3. Detailed processes are described in other relevant Plans and Procedures referenced in this document and CONTRACT Schedule “B”. The various Plans will evolve throughout the PROJECT, equally the Project Organisation will adapt to meet the specific needs prevailing at each stage of the execution. The SAIPEM Project Director leads the WEEP preparation with the involvement of all involved parties.
2.
SCOPE
This WEPP applies to the entire scope of work of the OOK CONTRACT 6600026283 and the IK CONTRACT 6600026284.
3.
APPROACH TO PROJECT EXECUTION
3.1
PROJECT OBJECTIVES
The Project Management team will provide their best efforts and expertise in order to achieve the following Project Objectives. The individual Plans and Procedures lay down the detailed framework for their achievement. HSE
Achieve HSE goals in a manner that meets COMPANY and CONTRACTOR high performance standards and an outstanding performance in personnel safety and environmental respect
Quality
Provide works in accordance with the CONTRACT requirements and accurately documented for future reference
Security
Maintain security of personnel, equipment and information
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 6 of 47
Technology
Design and construct facilities using available technology, with recognition of experience gained on previous project as appropriate.
Schedule
Deliver a Quality Product within the specified Project Schedule
3.2
PROJECT STRATEGY
The key element of the CONTRACTOR Project Strategy is the utilisation of Saipem Group resources to best meet the Project requirements, including
Engineering located at Saipem offices
Local fabrication and logistics support thought STAR & Snamprogetti existing yards located near Damman
Saipem offshore installation fleet with Heavy Lift /Lay Barges Castoro 2, Castoro 8
Outsides Kingdom Saipem fabrication yard in Indonesia
3.3
PROJECT ORGANIZATION AND RESPONSIBLITIES
CONTRACTOR fulfils the scope of work through the deployment of a dedicated Project Management Team, led by a fully dedicated Project Director, Project Managers and Project Team. The Project Team is made up of key personnel, all specifically dedicated to the project as task force., The Project Work Scope will be subdivided in five main Work Packages, each, assigned to a dedicated Project Manager; The Main Work Packages are:
EPCI Onshore Works
EPC Structures
EP Pipelines and Cables
Structures Construction
Sealines & Cables Construction,
The Task Force also includes for following staffs: Procurement, QA/QC, HSE, Contract Administration, Project Control and Human resources, providing services and support to Work Packages Project Managers and reporting directly to the Project Director. The details of CONTRACTOR Project Organization OOK and IK and the definition of roles and responsibilities are given in the following documents:
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 7 of 47
Project Team Organization
Project Quality Plan.
Project Office: The CONTRACTOR Project Management Team will be located at the Design Office in the Saipem Branch office in Sharjah (UAE) next to the COMPANY PMT office for effective communication. Project Work Sites: The Project will be executed at the following sites:
UAE at SAIPEM Sharjah: o
Project Management,
o
Field and Platform Design,
o
Procurement (platforms and subcontracts)
o
Offshore Transportation and Installation Engineering,
Italy at SAIPEM Fano: o
Offshore Sealines Design (including flow assurance, wall thickness sizing and corrosion for the entire pipeline system)
o
Submarine Cables and Umbilical Engineering
o
Purchase and Vendors inspection of Sealines and subsea valves, Cables and Umbilicals (battery limit defined later on)
In Kingdom: o
Onshore Pipelines Design
o
Fabrication in STAR yard, prefabrication in Snamprogetti yard (refer section 4.6)
o
Sealines Pipe coating,
o
onshore and offshore Construction sites
Indonesia: o
3.4
Fabrication of Tie-In Topsides in Saipem Karimun yard (Indonesia) (refer section 4.6)
CONTRACTOR AND COMPANY COOPERATION
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 8 of 47
3.4.1
COOPERATION
The Project will be executed in a co-operative environment between COMPANY and CONTRACTOR Project Team resident at Project Office in Sharjah UAE and then at Sites in order to accelerate the decision making process, which is an essential element of this Project Execution Plan. Integration at the working level of CONTRACTOR and COMPANY Project Team in Sharjah UAE first and eventually at Site will be a vital ingredient to the success of the Project. 3.4.2
FACILITIES AND SERVICES
Facilities and Services for Company Project Management Team in Design Offices and Fabrication Office will be as per Contract Schedule B. CONTRACTOR will prepare and submit to COMPANY the proposed Office Lay out at each location.
3.4.3
BLOCK VISA
CONTRACTOR will follow the Block Visa procedure for its activities in kingdom. CONTRACTOR will establish the plan of personnel to be mobilised in Kingdom for the performance of the Project. CONTRACTOR will issue to COMPANY the Statement Of Manpower Requirements providing with the following information: Contractor details, Contract details, number of expatriates by nationality required to perform the job. The well-known to Contractor block visa procedure includes the following steps: Submit Statement of Manpower Requirements to COMPANY Project Manager After approval, submission to Aramco Contract department Submission to Aramco Government Relation office Preparation of special documents for Labour Office Submission to Labour Office Submission to Ministry After approval Visa allocation for each nationality Receive work Visa from labour office
3.5
HEALTH, SAFETY AND ENVIRONMENTAL (HSE)
CONTRACTOR will develop a comprehensive Project Loss Prevention Program, together with a
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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number of other HSE documents (e.g. Hazard Identification and Risk Assessment Plan, Emergency Response Plan, Event Reporting and Investigation Procedure, HSE Audit Plan, HSE Requirements for Subcontractors Procedure, Waste Management Plan, etc.), which will generate the fundamentals of the Project HSE Management System and will be applicable at all project locations and throughout its lifetime. The Project HSE Management System so developed and implemented will be meant to ensure that no Harm to People, no Damage to the Environment, and no Damage to or Loss of Asset will occur throughout the project duration. These objectives will be pursued in a number of ways, a few of which being pointed out here below:
Hazard Management
CONTRACTOR will ensure that risk assessments are timely performed by each part of its project organization to suitably and sufficiently cover their full scope of work. This means that no work activity will commence, unless appropriate control measures have been physically implemented (not necessarily on project basis) and all involved parties have been made aware of them.
Consideration for the Environment
CONTRACTOR will act in full respect of the applicable environmental legislation and will encourage the reduction of environment emissions, including noise, to a minimum and improvement of waste management through its ZERO Pollution target and policies.
Health and Welfare
CONTRACTOR will pursue schemes and initiatives for the improvement of the occupational health and welfare of employees
Training and Competence
CONTRACTOR will promote and implement training and awareness programmes throughout the project duration and will ensure that all individuals have received adequate HSE training in order to perform their work safely and efficiently.
Incident Prevention, Reporting and Investigation Actions
In line with SAIPEM CORPORATE and COMPANY requirements, CONTRACTOR is committed to prevent any kind of Accident / Incident during the entire project lifetime. However, should any undesirable event occur, the reporting, investigating, analysing and record-keeping of Accident / Incident reports is an important element of CONTRACTOR’s HSE Management System. Therefore, CONTRACTOR is committed to reporting and investigating all Accidents / Incidents, even where no injuries or significant damage have occurred. These investigation reports will be analysed to determine where the HSE improvement efforts need to be emphasised. All reports and investigations must include a determination of the root causes of the incident and corrective actions to be undertaken to prevent recurrences.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 10 of 47
Incident is a general term. An Incident can be an Accident or a Near Miss, but all of them will be subjected to the same reporting and investigation procedure. Lessons Learned, both good and bad, will be shared with the COMPANY and all Third Parties involved in the project execution works.
Monitoring and Review
HSE initiative will be monitored using Leading Indicators techniques to provide a clear measure of their effectiveness. CONTRATOR will regularly perform internal audits and all finding will be reviewed and timely followed-up.
Targets
CONTRACTOR will set targets for the Project activities indicators reflecting the HSE objectives.
against a similar set of key
The list of HSE documents that CONTRACTOR will prepare the Project SOW are listed in Section 5 of this document and will include the following:
Waste Management Plan for the Fabrication, Onshore and Offshore Activities (IK)
Environmental Monitoring Program for the Offshore Activities (IK)
Loss Prevention Plan for Fabrication Activities (IK)
Hazard Identification and Risk Assessment (HIRA) Plan for Fabrication Activities (IK)
Emergency Response Plan (ERP) with MEDEVAC for Fabrication Activities (IK)
Oil Spill Contingency Plan for Fabrication Activities (IK)
Loss Prevention Plan for Onshore Activities (IK)
Hazard Identification and Risk Assessment (HIRA) Plan for Onshore Activities (IK)
Emergency Response Plan (ERP) with MEDEVAC for Onshore Activities (IK)
Oil Spill Contingency Plan for Onshore Activities (IK)
Loss Prevention Plan for Offshore Activities (IK)
Hazard Identification and Risk Assessment (HIRA) Plan for Offshore Activities (IK)
Emergency Response Plan (ERP) with MEDEVAC for Offshore Activities (IK)
Oil Spill Contingency Plan for Offshore Activities (IK)
Loss Prevention Plan for Fabrication Activities (OOK)
Hazard Identification and Risk Assessment (HIRA) Plan for Fabrication Activities (OOK)
Emergency Response Plan (ERP) for Fabrication Activities (OOK)
Waste Management Plan for Fabrication Activities (OOK)
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 11 of 47
H2S Contingency Plan (TBC)
Project Event Reporting and Investigation Procedure
Project HSE Training and Induction Plan
Project HSE Requirements for Subcontractors
Project HSE Audit Plan
Project Health Plan
Project HSE Incentive Scheme
In addition to the above, CONTRACTOR will undertake a series of actions including the following:
HSE Audit of STAR Fabrication Yard prior to commencing project activities.
HSE Audit of KARIMUN Fabrication Yard prior to commencing project activities.
HSE Audit of the main Vessels involved in the offshore operations (Castoro 2, Castoro 8, etc.) prior to commencing the activities.
HSE Induction and Training of project personnel in KSA, Sharjah and KARIMUN. The process will be coordinated with the project assigned HSE Coordinators at STAR and KARIMUN Fabrication Yards. The HSE Induction and Training will be given to personnel as they join the project teams and prior to commencing work. It will be done in accordance with the Project HSE Induction and Training Plan approved by COMPANY.
Preparation of Risk Assessments applicable to the project activities. The process will be coordinated with the project assigned Operational Management, HSE Coordinators and relevant Masters of the Vessels involved. The process will be an ongoing one, throughout the lifetime of the project, as additional Risk Assessment (review) sessions may be required during the work execution phases, depending on various potential changes. Review with COMPANY the Risk Assessments.
HSE Audits of Project HSE Management System, work sites and HSE performance at all project locations. The HSE Audits will include Health, Medical and Catering Facilities & Services audits, Safety audits and Environmental Protection & Waste Management audits. Internal and / or Subcontractor HSE Audits will be conducted on a monthly basis at all project locations according to the Project HSE Audit Plan (which will include a Project HSE Audit Schedule) approved by COMPANY.
HSE Inspections of work sites at all project locations. Daily random HSE inspections will be conducted at each work site, aimed at checking the compliance with the Project HSE Standards during certain tasks execution phase. Thorough Weekly HSE inspection will be conducted at each work site.
Organize regular Lessons Learned sessions at the end of work phases. These sessions will be coordinated with and agreed upon with COMPANY and CONTRACTOR PMT. The aim will be to share Lessons Learned, both good and bad, with all project teams.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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Thoroughly Coordinate and Risk Assess SIMOPS (as applicable). The main target should be to avoid, if possible at all, any SIMOPS, but, should the need for SIMOPS occurs, they are to be thoroughly and timely analyzed and Risk Assessed. The relevant Risk Assessment is to be approved by COMPANY and CONTRACTOR management, and green light to proceed with work is to be given accordingly.
Weekly HSE & Welfare Meeting at each project work site. Weekly HSE & Welfare Meeting will be held at each project work site. The schedule for each worksite will be approved beforehand by COMPANY and CONTRACTOR relevant management. The meeting will be minuted and the MoM will be distributed to COMPANY and CONTRACTOR management.
Conduct Emergency Drills at each project work site. An Emergency Drills schedule will be developed for each project work site and subjected to COMPANY approval prior to entering into force.
Hold Lessons Learned meeting with the relevant personnel, if applicable, after conducting each Emergency Drill. Lessons Learned meetings will be held only if negative aspects (e.g. too long mustering time, improper evacuation of the affected work areas, inadequate response, in terms of both timing and actions, of the Emergency Response Team, inadequate behaviour of personnel, etc.) have been highlighted during the drill.
Establish and monitor a two-way open and effective communication system (e.g. HSE and Welfare Meetings, Toolbox Talks, Safety Bulletins, Safety Alerts, Safety StandDowns, Safety Handbooks, Newsletters and relevant HSE Information) as part of the HSE Awareness Program to promote active information, involvement and co-ordination between work force, HSE personnel and management. This process will be aimed at enhancing the positive safety culture within the entire project organization.
Implement an HSE Incentive Scheme program at project level, applicable to each work site and facility. This program will be aimed at recognizing and rewarding good HSE performance throughout the project.
Annual HSE Management System Review. A Management Review will be carried out on an annual basis and will address the status of implementation of the HSE Management System, outstanding issues, review of the status of suppliers HSE System, persistent non compliances and a review of trends.
Moreover, CONTRACTOR does confirm that the project dedicated Loss Prevention Plans (please refer to the aforementioned list of HSE documentation) will address the following:
Schedule “D” of the IK Contract
COMPANY Construction Safety Manual
COMPANY Marine Safety Instructions
Other applicable project standards and specifications
With reference to the Attachment V of Schedule “B” of the OOK Contract, CONTRACTOR will prepare an Emergency Response Plan (ERP) with MEDEVAC for Fabrication Activities to
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 13 of 47
address all items included in the Attachment.
3.6
QUALITY MANAGEMENT IN PROJECT EXECUTION
During All phases of the Project (Engineering, Procurement and Construction) quality assurance is addressed as follows:
A Project Quality Manager will be assigned full time to the Project and will be responsible for monitoring the development and implementation of the Project Quality System
30 days after Contract award the Project Quality Manager, on the basis of the scope of the Project, develops a specific Project Quality Plan
Specific project procedures will be prepared and approved in line with Contract requirements and CONTRACTOR Project execution practices
Project Quality Manager in close cooperation with the Project Director and relevant Project Managers will develop a Project Quality Audit Schedule
Schedule Q of OOK and IK Contract shall be reviewed and implemented as requested by the Contract throughout all Project execution life
3.7
RISK ASSESSMENT AND MANAGEMENT
Risk and Opportunity Management Plan is a process composed of four essential steps, identification, qualification, quantification and follow up / monitoring, with the lowing approach:
Full integration of the Risk Management into the overall Project Management Process.
Pro-active and early identification, evaluation and management of risks in all phases and at all levels of the project. Anticipation and management of risks are always preferred to corrective actions.
Continuous control & monitoring of the risks and opportunities and detailed associated reporting.
Promote communication to facilitate problem-solving
During the risk identification process, specific attention will be given to all “Lesson Learned” by CONTRACTOR in the execution of past Projects in Saudi Arabia. An essential feature for the correct application of the method is the assignment of each identified risk to a nominated individual. The Project Director nominates a Risk Owner responsible for each of the risk and opportunity
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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identified. The nominated owner collaborates with the Risk Engineer and Project Managers to further identify and evaluate risks, to propose and implement appropriate risk mitigation actions. Each Risk Owner is then responsible for monitoring the progress of his risk in collaboration with the Risk Engineer.
4.
EXECUTION OF THE WORK
4.1
CONTRACT DOCUMENTS REVIEW
The review of the technical documentation enclosed in the Contract Documents is a key activity for the successful completion of the project. The main objectives of this activity are:
4.2
Check the documentation to define missing information, data and criteria;
Review design solutions against contractual design criteria to verify completeness and consistency;
Establish a comprehensive documentation for the critical design and field activities that can be on the critical path for the project implementation, such as field surveys; such field activities may also include the collection of existing documentation at SAUDI ARAMCO premises;
Identify the CONTRACTOR’s corporate applicable engineering and procurement Projects procedures, complete of document specimen for Client review and approval prior any massive detailed engineering activity (these specimen will be used as guideline for the entire project);
Establish a project Vendor List selecting the most suitable IK and OOK Vendors for project purposes;
Set-up to project requirements, if necessary, the internal work procedures and tools such as, but not limited to, drafting manual, document register, co-ordination procedure, etc.;
Define technical engineering interfaces and set-up procedures and work plan to be used for the interface engineering;
Identify areas where contractual scope of work has to be updated and modified as per conclusions of activities above; proposed solutions, backed-up with all the necessary documentation, will be discussed and agreed with COMPANY Representative and used for detailed engineering activities accordingly.
DETAILED ENGINEERING AND DESIGN
During the detail engineering, CONTRACTOR activities are tailored towards the issue of the necessary documentation for procurement of itemized equipment and bulk materials, and, subsequently, the issue of the construction drawings and documentation to build-up the facilities in accordance to the contractual specifications, requirements and Company Standards.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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The main objectives to be met throughout the completely engineering process in order to fulfil all the contractual requirements can be summarized as follows: Engineering for Procurement: Perform the detailed Engineering in order to issue technical documentation for material procurement (enquiry, technical evaluation of the bids, purchase orders, etc.) concerning all items including the critical items. Engineering for Construction: Perform the detailed Engineering in order to:
complete the Procurement activities
assure the availability of technical documentation and fabrication drawings for the execution of the Structural, Mechanical, Electrical and Instrumentation and other related works
Assure the availability of technical documentation (IFC Drawings, etc.) and materials on site as planned to support smooth execution of construction.
Engineering during Construction: Ensure that works are performed according to the Project Documentation and the materials are in compliance with the technical specifications. Resolve any problems (if any) caused by modifications during construction and/or nonconformity/re-work. Prepare and issue the pre commissioning procedure Obtain the “Mechanical Completion certificates”.
4.3
DISCIPLINE ACTIVITIES
The activities, which will be carried out by the various disciplines involved in the execution of the Project, are summarized here below.
4.3.1
FIELD AND PLATFORMS DESIGN
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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4.3.1.1
Process Engineering
Prepare and issue of PFD’s
Prepare and issue, in collaboration with the other involved disciplines, the P&IDs.
Prepare and issue the fire protection drawings.
Cooperate with the other involved disciplines to define and prepare the technical specifications and data sheets for equipment, packages, instrumentation, electrical and DCS.
Complete the HAZOP study as required.
Prepare and issue the cause and effect diagrams.
Support the Technical Departments for Bids Technical Evaluation.
Revise technical documents according to ordered material.
Issue the preliminary edition of the following documents relevant to the scope of work: o
PRECOMMISSIONING GENERAL SPECIFICATIONS
o
PROJECT RECORD BOOKS
Resolve any NON CONFORMITY during construction.
Organize and carryout all the activities relevant to the pre-commissioning (Auxiliary systems only).
Assure technical assistance during pre-commissioning.
Issue the “AS BUILT” Documentation.
4.3.1.2
Machinery and Packages
Cooperate with Process Department to finalize the P&ID’s.
Cooperate with involved Departments to finalize mechanical specifications.
Define the items and packages specifications.
Issue data for Classification of Hazardous Locations.
Issue the Preliminary Electric Load List.
Issue the Material Purchasing Specifications, General Specifications, etc.
Define the layout of Machinery and Packages.
Issue Requisition for Quotation and Technical Evaluation of material to be purchased.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
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Check and approve the supplier’s Construction Drawings and support Inspection Department for Workshop tests.
Revise technical documentation to fully comply with purchased equipment.
Carry out the Detailed Engineering according to the Vendor’s engineering.
Provide the Construction Department with quantities, drawings, etc.
Cooperate to the following documents: o
FIELD QUALITY CONTROL PLAN
o
PRECOMMISSIONING GENERAL SPECIFICATIONS
o
PROJECT RECORD BOOKS
Assure the technical assistance during the construction activities.
Resolve any NON CONFORMITY during construction.
Assure technical assistance during pre-commissioning.
Issue the “AS BUILT” Documentation.
4.3.1.3
Piping and mechanical equipment engineering
Cooperate with Process Department to define the P&ID’s.
Cooperate with involved Departments to define the mechanical Specifications.
Issue project piping specifications.
Issue technical specification for Painting, insulation and anti-corrosive coatings.
Issue the Plot Plans, prospective views, sections.
Define the piping system layout.
Issue data for Classification of Hazardous Locations.
Perform the Stress Analysis.
Issue the Material Purchasing Specifications, General Specifications, etc.
Issue Requisition for Quotation, and Technical Evaluation of material to be purchased.
Check and approve the Supplier’s Construction Drawings.
Carry out the Detailed Engineering to fully comply with the purchased materials.
Define and issue the technical documentation required for construction activity (Piping Layouts, DWG’s required for piping prefabrication and erection, piping isometric drawings etc.).
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
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Provide the Construction Department with quantities, drawings, particular specifications, etc.”
Cooperate to the following documents: o
FIELD QUALITY CONTROL PLAN
o
PRECOMMISSIONING GENERAL SPECIFICATIONS
o
PROJECT RECORD BOOKS
Assure technical assistance during the Construction activities.
Resolve any NON CONFORMITY during construction.
Assure technical assistance during pre-commissioning.
Issue the “AS BUILT” Documentation.
4.3.1.4
Electrical Engineering & Cathodic Protection
Cooperate with involved Departments to define mechanical specifications.
Finalize and confirm ETAP Studies (Load Flow, Short Circuit current, Grounding System)
Define cable runs, protection coordination studies and diagrams, relay protection and one line diagrams.
Define in detail the cathodic protection system and the Anode Ground bed Locations.
Issue the Material Purchasing Specifications, General Specifications, etc.
Issue Requisition for Quotation, and Technical Evaluation of material to be purchased.
Check and approve the supplier’s Construction Drawings and support Inspection Department for Workshop tests.
Revise technical documentation to fully comply with purchased materials.
Carry out the Detailed Engineering according to the purchased material.
Define and issue the technical documentation required for construction activity (Cable run and road crossing details, lighting systems, cable interconnection diagram).
Provide the “Construction Department” with quantities, drawings, etc.
Cooperate to the following documents: o
FIELD QUALITY CONTROL PLAN
o
PRECOMMISSIONING GENERAL SPECIFICATIONS
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o
PROJECT RECORD BOOKS
Assure the technical assistance during the construction activities.
Resolve any NON CONFORMITY during construction.
Assure technical assistance during pre-commissioning.
Issue the “AS-BUILT” Documentation.
4.3.1.5
Instrumentation and automation engineering
Cooperate with Process Department to define P&ID’s.
Cooperate with involved departments to define mechanical specifications.
Define cable runs.
Issue technical specification and data sheets of instruments.
Issue data for Classification of Hazardous Locations.
Issue the Preliminary Electric Load List.
Issue the Material Purchasing Specifications, General Specifications, etc.
Issue Requisition for Quotation and Technical Evaluation of material to be purchased.
Check and approve the supplier’s Construction Drawings and support Inspection Department for Workshop tests.
Revise technical documentation to fully comply with purchased materials.
Carry out the Detailed Engineering according to the purchased material.
Define and issue the technical documentation required for construction activity (Cable run and road crossing details, instrumentation and RTUs, cable interconnecting diagram, instrument primary and secondary connection sketches).
Provide the Construction Department with quantities, drawings, etc.
Cooperate to the following documents: o
FIELD QUALITY CONTROL PLAN
o
PRECOMMISSIONING GENERAL SPECIFICATIONS
o
PROJECT RECORD BOOKS
Assure the technical assistance during the Construction activities.
Resolve any NON CONFORMITY during construction.
Assure technical assistance during pre-commissioning.
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4.3.1.6
Issue the “AS BUILT” Documentation. Structural Engineering
Issue all deliverables for the strengthening of structures, as defined in the scope of work.
Perform design calculations of all the structures.
Implement the 3D Tekla™ model of the structure and export it into PDS for the purpose of interface checks.
Extract from 3D Tekla™ model the 2D General Arrangement drawings.
Issue the fabrication Drawings and Material Take-Offs.
Cooperate to the following documents: o
FIELD QUALITY CONTROL PLAN
o
PROJECT RECORD BOOKS
Assure the technical assistance during the Construction activities.
Resolve any NON CONFORMITY during construction.
Issue the “AS-BUILT” Documentation.
4.3.2
ONSHORE PIPELINES DESIGN
Detailed engineering, which includes the site surveys activities and the procurement support, will be executed in accordance with the following general sequence: The onshore pipeline detailed engineering will be sub-contracted to an ARAMCO approved GES/Engineering Firm operating in the Kingdom of Saudi Arabia having a valid engineering licence and with a proven experience in pipeline design (for gas and liquid hydrocarbons transportation). Site surveys and Project data collection of the existing facilities will be included in the Sub Contractor scope of work and constitute the primary and early design activities to be performed:
Site survey in Abu Ali (for the MV composite cable route and connection)
Pipeline Topographic Survey (along the proposed route: shore tie-in with offshore pipeline, pipeline corridor crossing, pipeline route definition for the alignment sheets preparation, interface with Wasit Gas Plant)
Geotechnical investigation (scraper facilities area, beach valve station, soil resistivity measurement for cathodic protection system design)
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4.3.3 4.3.3.1
OFFSHORE SEALINES DESIGN Flow Assurance Engineering
The following main activities will be carried-out:
Preparation of the Flow Assurance Design Basis according to the performed status of the Preliminary Design (Company provided) and the input data collection.
Fluid property characterization
Implementation of Simulation Models for the following transport systems:
o
Arabiyah Production System: pipelines gathering network from Arabiyah WHPs to the onshore arrival at WGP via Arabiyah TP;
o
Hasbah Production System: pipelines gathering network from Hasbah WHPs to the onshore arrival at WGP via Hasbah TP;
o
MEG Injection System from WGP to Arabiyah and Hasbah TPs via the IIP;
o
Elemental Sulfur Solvent Injection System from WGP to Hasbah WHPs via the IIP and the Hasbah TP.
The following battery limits will be considered for the flow assurance analysis: o
The simulation models for both Arabiyah and Hasbah pipelines gathering networks will be implemented for the overall transport system including the infield flowlines and the export trunkline, from the X-Mas Tree onboard each satellite well head platform up to the delivery point at the onshore receiving trap (upstream the onshore treatment plant);
o
The simulation model for MEG Injection System will be implemented from the onshore launching trap (downstream the onshore MEG regeneration plant) up to the injection points along Arabiyah and Hasbah trunklines (i.e. at the onshore beach valve stations, at the trunklines subsea tie-in and onboard each TP);
o
The simulation model for Elemental Sulfur Solvent Injection System will be implemented from the onshore launching trap (downstream the onshore plant) up to the injection points at Hasbah WHPs (at well-heads, upstream the choke valves).
Performance of the following simulations for both Arabiyah and Hasbah Production Systems: o
Steady state transport simulations.
o
Transient simulations.
Development of the Hydrate Management Strategy for both Arabiyah and Hasbah Production Systems.
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Performance of the following simulations for MEG Injection System: o
Steady state simulations to verify the MEG system capability to transport the MEG design flowrate.
o
Transient simulations for identification of high pressure transients.
Performance of the following simulations for Elemental Sulfur Solvent System: o
Steady state simulations to verify the Elemental Sulfur Solvent system capability to transport the design flowrate.
o
Transient simulations for identification of high pressure transients.
Preparation of process input data (P, T, density, velocity profiles, etc.) for interfacing with other disciplines such as pipeline mechanical and corrosion design, material selection and receiving process (e.g. flow rate and temperature at the onshore plant) and for any other external interfaces to the Contractor Scope of Work.
Preparation of the following deliverables covering used input data, methodology, results and recommendations for each performed activity:
4.3.3.2
o
Steady State Thermo-Hydraulic Analysis for Arabiyah Production System;
o
Transient Analysis for Arabiyah Production System;
o
Steady State Thermo-Hydraulic Analysis for Hasbah Production System;
o
Transient Analysis for Hasbah Production System;
o
Hydrate Prevention Strategy for Arabiyah and Hasbah Production Systems;
o
Steady State Thermo-Hydraulic Analysis for MEG and for Elemental Sulfur Solvent Injection Systems;
o
Transient Thermo-Hydraulic Analysis for MEG and for Elemental Sulfur Solvent Injection Systems.
Subsea Rigid Pipelines Detailed Design
The detailed design engineering of rigid pipelines will include the following main activities:
Preparation of the Offshore pipelines design basis, including all the main data required for the different engineering activities and the relevant criteria
Pipelines routing; verifying the compliance of the surveyed corridors to any given constraint/crossings, adjusting and optimizing the routes taking into consideration all surveys data
Pipelines wall thickness analysis;
Pipelines on-bottom stability analysis;
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In-service buckling analysis
Walking assessment;
Spool/riser design;
Pipelines free-span analysis;
On-bottom roughness analysis and intervention works definition;
Intervention works design;
Crossing design;
Shore approaches and shore crossing design;
Preparation of Issue for Construction drawings (alignment sheets, platform approach, spool and riser layouts etc.)
4.3.3.3
Offshore Pipeline Cathodic Protection Design
The cathodic protection design will include the following main activities:
Preparation of the cathodic protection philosophy for offshore pipelines; identifying all the main data and criteria, design methodology and interface with other cathodic protection systems
Preparation of the cathodic protection design report
Development of the anodes specification and drawings
Preparation of the material requisition and material take off for anodes
Preparation of the anode installation specification and drawings
Technical evaluation and follow on of the suppliers
4.3.3.4
Subsea Flexible Pipelines and Subsea Structures Detailed Design
The subsea flexible pipelines and subsea structures design will include the following main activities:
Definition of the MEG injection valve skid configuration
Valve skid detailed design
Valve protection cover design
Alignment frames design
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Preparation of the specifications for order (technical specification, scope of work, MTO and data sheets);
Technical evaluation and follow-on of the selected Vendor engineering, manufacturing, testing and delivery activities of the required subsea items;
Assist the fabrication contractor during fabrication and test of the structures and the relevant piping;
4.3.3.5
Materials Engineering
The material engineering will include the following main activities:
Review of the Company specifications for carbon steel and clad linepipe, bends and flanges and identification of additional requirements
Preparation of the Material requisition for linepipes, bends and flanges
Development of the negotiations with the vendors and Technical bid evaluations
Follow on of the suppliers
4.3.3.6
Pipelines Coating Engineering
The pipeline coatings engineering will include the following main activities:
Preparation of the requirements for internal coating laboratory testing
Review of the Company specifications for pipeline internal and external coatings and identification of additional requirements
Development of additional coating specification as required
Preparation of the Material requisition for internal, external, concrete coating for linepipes, bends and flanges
Development of the technical negotiations with the vendors and Technical bid evaluations
Follow on of the suppliers
4.3.3.7
Pipeline Internal Corrosion Engineering
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The corrosion engineering will include the following main activities:
Preparation of the requirements for corrosion inhibitor compatibility tests
Review and development of corrosion management philosophy
Preparation of material selection report
4.3.4
SUBMARINE COMPOSITE CABLES & SUBSEA UMBILICALS ENGINEERING
The submarine composite cables and umbilicals engineering will be carried out by the CONTRACTOR in close liaison with the COMPANY to finalise the design and will include the following main activities:
Preparation of the Submarine Composite Cables & Umbilicals Material Requisition package including: o
Definition of the Scope of Supply,
o
Definition of design, manufacturing and testing requirements functional lines and structures,
o
Definition of the documentation and certification to be produced by the Suppliers
o
Definition of submarine composite cables and umbilicals load out, transportation and installation requirements
Submarine Composite Cables and Umbilicals Bid Technical Evaluations and preparation of the BTE reports to the COMPANY
Review and updating of the Design Basis relevant to the submarine composite cables and umbilical system including: o
The basic design data
o
The design criteria Starting point for the development of the design criteria will be the documentation developed during FEED, including any follow-up from the endorsement phase. To ensure that the design of the submarine composite cable and umbilical systems meet the specified requirements, the basic engineering design data relevant to the submarine composite cables and umbilicals present in the ITT documents will be verified and updated as necessary with the data collected from Pre-Engineering survey on existing facilities. All data used in the submarine composite cables and umbilicals design including the environmental, meteocean, seabed soil data will be provided with references to their sources and will be part of the revised Design Basis produced in
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agreement with the COMPANY and kept updated throughout the development of the project. As part of this activity, the design criteria, functional and technical requirements for the submarine composite cables and umbilicals, the ancillary equipment (Jtube pull in head, hang off assembly, bend restrictors and J-tube centralisers) and for the topside termination enclosures (topside electrical splice cases and onshore splitter box, fibre optic junction boxes, topside umbilical termination unit for sulphur solvent injection) will be developed for use in the Detail Design. Starting point for the development of the design criteria will be the corresponding ITT documentation, including any follow-up from the endorsement phase. As far as concern the submarine composite cables, the subsea umbilicals and the related ancillary equipment design, manufacturing, testing installation and precommissioning, the Saudi Aramco material specifications and international standards will be considered as the primary design codes
Detail design including: o
Review and assessment of the power cores sizing and fiber optic budget.
o
Review and assessment of the sulphur solvent injection lines sizing.
o
Review and assessment of the submarine composite cables and subsea umbilicals design and project documentation performed and generated by the relevant Suppliers.
o
Review and assessment of the submarine composite cables and umbilicals routing report
o
Assessment of seabed stability and allowable span for the submarine composite cables and umbilicals.
o
Review and assessment of the submarine composite cables and umbilicals onshore and platforms approaches.
o
Interfaces and installability assessment of the submarine composite cable and umbilical systems equipment
o
Definition of all technical and functional interfaces
o
Definition of the submarine cables and umbilicals mechanical completion (precommissioning) requirements and all necessary equipment, tools consumables and personnel.
Follow-up of the selected Suppliers detail design, fabrication, testing, offshore services and documentation supply activities.
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4.3.5
ENGINEERING INTERFACES
Overview The effective control of Interfaces is considered to be one of the key issues to ensure the successful execution of the Project. Accordingly, CONTRACTOR organization includes senior personnel to ensure that both Internal and External Interfaces are closely monitored and well managed. External Interfaces External Interfaces are under the responsibility of the Interface Manager. Internal Interfaces Internal Interfaces are under the responsibility of the respective Project Managers. Key Interface Points Management and resolution of External and Internal Interface requires good co-ordination and communication between the concerned parties. For this reason, the interfaces will be discussed during internal co-ordination meetings and specific meetings as necessary. To manage internal interfaces, CONTRACTOR will develop, at the beginning of the project, interface matrix between engineering centers, engineering disciplines and between engineering center and construction sites . The External Interfaces Register will be maintained and continuously updated as the work progresses. The Register will be reviewed during the Interface meetings organised on a regular basis and it will be updated and issued to COMPANY CONTRACTOR will issue the Plan for Interfaces Coordination defining the plans and procedures to be followed for the management and control of the External interfaces.
4.3.6
CONSTRUCTABILITY
CONTRACTOR will develop a Constructability Program to optimize engineering, detail design, engineering planning, procurement and safety objectives. The constructability objectives are to ensure safety, to take an active part in environmental concerns, to enhance quality (reliability, operability and maintainability), and to optimize overall schedule and costs by utilizing construction knowledge and experience in planning, design, procurement, and field operations. The activities are applied to all personnel involved in the Project with the intent that all engineering, procurement, and construction activities and all disciplines responsible for
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executing these activities will incorporate constructability to achieve overall project objectives. No constructability suggestion should be implemented if it increases total project cost or extends the schedule. Suggestions should only be considered that result in lower overall cost or shortened schedule. A suggestion could result in an increase in engineering hours but yields construction savings that more than offset the increase in engineering. CONTRACTOR will ensures that the construction experiences and previous project lesson learn shall be taken into consideration in every stage of the project – management, engineering, procurement and construction – in order to achieve the project goals. Key activities:
4.3.7
Organize spew-out and brainstorming sessions to identify the most critical construction issues – the ones that strongly affect overall time, cost and quality;
Build an action plan to turn the critical issues into opportunities;
Organize follow-up sessions to update the action-plan;
Organize Sequencing meetings to identify the best construction sequence using visual aids;
Update the Constructability guidelines according to the methodology evolution.
PRELIMINARY DESIGN VERIFICATION
CONTRACTOR will perform the verification of the COMPANY provided Preliminary Design as per Contract requirement Schedule H section 1.4. During the 120 days Verification Period, CONTRACTOR will review and evaluate the Contractual COMPANY provided Preliminary Design to verify for any conflict with drawing, specifications and applicable Standards. Any conflict will be notified to COMPANY and a report will be issued within 120 days from Contract effective date. Depending on the extent of the findings and their impacts, the Verification Period shall be extended, as agreed with COMPANY, to complete the review in order to allow the detailed design, engineering development in accordance with the FACILITIES performance specifications.
4.3.8
ENGINEERING ORGANIZATION MATRIX
The CONTRACTOR organisation for the performance of the overall engineering Scope of Work will be as per Attachment 1 to this WEPP Engineering Organization Matrix.
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4.4
PROJECT CONTROLS
The Project Control Manager, as part of CONTRACTOR Project Management Team, shall be responsible for all project control activities. For planning and scheduling, PRIMAVERA software (P 6) will be used. The activity will be carried out as described in relevant Project Control Procedures to suit the Scope of Work foreseen for both the Contracts 6600026283 (OOK) and 6600026284 (IK).
00-ZA-E-09800 Work Breakdown Structure
00-ZA-E-09801 Planning and Scheduling
00-ZA-E-09803 Progress Measurement
00-ZA-E-09804 Project Reporting
4.4.1
OVERVIEW
The Planning and Control are cross processes involving all the various stages (Design, Procurement, Fabrication, Transportation, Installation and Pre-Commissioning) of the Project. The aim is to assure the best support to the Project Management, by the use of professional techniques and procedures, and by the latest computer technology and software, for monitoring, analysing, and taking, if necessary, the right corrective actions, in order to reach all the Contractual objectives. The purpose of the Reporting is to inform the CONTRACTOR Project Management Team and COMPANY PMT on the status of the Project, on the scored Progress, to describe the activities in progress and forecasted, highlighting the problems and the areas of concern. CONTRACTOR will develop the Project Control Procedures and contained tools (Software and Reporting) for monitoring of the Project. Once approved by the COMPANY, they will be regularly updated and issued to COMPANY in compliance with established cut-off dates (Project Reporting Procedure), across the whole Project life.
4.4.2
WORK BREAKDOWN STRUCTURE
The definition of the WBS (Work Breakdown Structure) of the Project is the first step of the Project Control System setup. The WBS is a hierarchical structure splitting up the Project, which allows the monitoring of the scope of work at the synthesis/detail rate required by the various involved parties. One of the key activities of the WBS development process is the weighting of the breaking down elements in accordance to the Contractual Pricing Breakdown.
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In order to suite CONTRACTOR Organization and Scope of Work pertinence, the WBS will be developed and implemented with the purpose of guarantee the appropriate overall consolidation and also to ensure the development of the Overall Schedule. The WBS will be developed as follows:
1st Level – Phases (Design, Procurement, Fabrication, Mobilization, Installation and PreCommissioning)
2nd Level – Onshore and Offshore Facilities (i.e ARBI-4 Wellhead Deck , 12” Gas Flowline ARBI-9, etc)
3rd Level – Disciplines for the Offshore Structures (i.e Electrical, Instrumentation, etc) and Components for Pipelines (i.e. Cables, Flowlines, CRA Cladded Pipes, etc)
4.4.3
PLANNING AND SCHEDULING
Development of the Schedule is the step following the definition of the WBS. At this stage, the CONTRACTOR Lead Planning Engineer acting as coordinator of various Planning Engineers working for each of the 5 Main Work Packages, by interfacing with the Project Managers, Engineering, Procurement, Onshore Fabricator, Operations and PreCommissioning department/expertises identifies activities and develops the schedule for activities to be directly performed by CONTRACTOR at various levels, by following a pyramidal top-down logic consistent with the WBS. For activities to be subcontracted, after having identified the span period for execution of the Subcontracts, a detailed schedule is required from potential subcontractor and verified for consistency with the Overall Schedule Level 1: Project Milestones and Key Dates Contractual Milestones and Key Dates. Summary of one Page Level 2: Project Summary Schedule by Phases and Sub-Phases. Contractual Milestones and Key Dates. Start and completion dates by Phases (Engineering, Procurement, Onshore Fabrication, Transportation and Installation, Hydro-testing & PreCommissioning) and sub-phases: Discipline/ Equipment for Engineering and Procurement; Work Disciplines and Structures such as Jackets, Topsides, Pipelines, Cables, Facilities and whatever other Structures foreseen in the Scope of Work for Fabrication; Work Areas/Structures, Pre/Post Surveys Spreads, Shore Approaches Spread, Offshore Operations, Transportation Spreads, Diving Support Spread, Modifications Support, Cable Spread vessel and whatever other Spread foreseen for Transportation and Installation and Hydro-testing/Precommissioning. Summary of 10-15 Pages.
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Level 3: Critical Path Method (CPM) Detailed Work Schedule At this level, activities are sized to allow estimation of duration and identification of logical links and sequences. In addition, resources/manhours requirement shall be evaluated at this level. Level 4: Detailed Deliverables Schedule List of Document for Engineering (Master Document Register); List of Material to be procured by discipline/Type of material for Procurement (Procurement Status Report / Material Status Report). Discipline Pre-Fabrication steps for Onshore Fabrication (Fabrication Production Control). The level four Detailed Deliverables will be grouped to be compatible with level three. These lists will be managed using Spreadsheets/databases formats. WBS for Schedule development will be included in “Project Planning & Scheduling” Procedure. Estimation of time, allocation to approximated period, responsible for execution of the activities, the contractual Milestones and the Contractors/SAIPEM Key dates (ex: Barges availability, etc) are some of the key elements to be considered. During level four development process, network analyses and optimisation of resources are carried out by SAIPEM Planning Engineer until a satisfactory result is attained. Once completed the development, SAIPEM will submit the whole Planning package to COMPANY. Upon approval the Planning package, composed by Project Schedules, Progress “S” Curves and Histogram will be frozen to become the baseline for monitoring of the performance. 4.4.4
PROGRESS MEASUREMENT
A Progress Monitoring System is set up based on the WBS that has been developed in consistence with the Contract Pricing Breakdown, at the required level of detail. The methodology, structure, logic, steps of progress linked to specific events and samples adopted to develop the System to measure the progress for each Work Package and entity in accordance to the WBS, will be produced within the “Progress Measurement System” Procedure and submitted to COMPANY for approval. The followings Level 4 specific Tools for Progress Measurement will be used:
‘Master Document Register’ for Design Deliverables and Installation Engineering progress calculation, managed by Database EIM (Engineering Integrated Management)
‘Material Status Report’ for Post Order Activities for Procurement progress calculation, managed by Software Excel
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‘Fabrication Production Control’ for Onshore Fabrication progress calculation, managed by Database FAB&MAN
These above-mentioned are univocally linked to the network activities and constitute the database for updating programs and calculating the progress with a bottom-up approach at various level of the WBS.
4.4.5
PROJECT REPORTING
The system for Progress Reporting will be described through the Procedure “Project Reporting” and submitted to COMPANY for approval. It will contain proposed Calendar of Cut-Off dates and formats for Weekly and Monthly Reports to be also approved by COMPANY. It will be regularly issued by the Project Manager across the whole Project life, in respect of the above Progress Reporting Calendar. These Reports, whose indexes are approved by the COMPANY, will contain the Schedules, Curves, Histograms, etc. updated at the established cut-off dates, together with other narrative and reporting parts, highlights, area of concerns, analyses, and any specific information that will be agreed through the Project Procedures between SAIPEM and the COMPANY CONTRACTOR will prepared and distributed an internal Flow Chart for the purpose of coordinate the operative sites (FANO/Pipeline & Cable Design, DAMMAM/Onshore Engineering & Construction and the Fabrication Sites) in the process of consolidating the Information/Narrative, Graphs (Barcharts/Histograms/Progress Curves), Consolidated reporting is reviewed within the Weekly Internal coordination meeting on Monday and approved by the Project Director Progress “S” Curves Resources, quantities and weight points are associated to each baseline activity. Weighting of level 3 an 4 activities will be described in the “Progress Measurement” Procedure and is done on the basis of contract values, budgeted costs, man-hours or Quantities (steps of progress linked to specific events), the Baseline Progress ‘S’ Curves are drawn at the contractual required level of detail. The Curves are then frozen and represent the reference for the following scored Progress Values Resource Histograms Resource Histograms, Baseline and Actual are produced by discipline in accordance to COMPANY requested level of detail for Engineering and Onshore Fabrication Phases
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4.5
PROCUREMENT
The Project Procurement Manager, as part of CONTRACTOR Project Management Team, will be responsible for all procurement activities for the Project including:
The timely delivery of the equipment and materials, fully in compliance with project designs, specifications, quality requirements, and at the construction site fully protected and properly documented to fully support the construction schedule.
The timely delivery of all Vendor Documentation to allow detailed engineering to proceed in accordance with the project schedule.
CONTRACTOR will develop Project Procurement Plan describing applicable procurement flow and procedures. The Procurement Team will take advantages of the worldwide procurement network that Saipem have since long time established. The CONTRACTOR’s general strategy for purchasing will be to competitively bid. For several Project commodities such as Steel Structures, Piping and Electrical Material, if proved competitive, it is CONTRACTOR standard Purchasing policy to procure materials on the basis of what are called Master Agreements or Project Agreements, i.e. pre negotiated price lists which will allow CONTRACTOR to place actual Purchase Orders without having to pass through the usual path foreseeing Inquiry/Bidding/Evaluation of Vendors bids. CONTRACTOR may decide to proceed with single source negotiation. Single source negotiations and Master/Project Agreements application or will be always carried out in the respect of contractual requirements such as application of the Regulated Vendor List and Saudi Manufacturers Participation requirement. Single source negotiation will be managed on “case by case” basis. CONTRACTOR will expedite each purchase order in order to control the scheduled, forecast and actual date. The Project Material Coordinator (PMC) is responsible for checking and monitoring Expediting and Shipping Departments or Agency performance and inspection. CONTRACTOR will appoint expediters responsible for the following activities:
carry out the first expediting action in respect of Vendor in order to ascertain that the order has been received and taken over;
summon and attend the kick-off meetings
request from vendors a detailed construction schedule, check it and when needed request the necessary changes;
request from vendors of main equipment an up-to date and detailed Monthly Status Report and progress for each activities (design, procurement, materials manufacturing and test).
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issue on periodic basis the A.S.O (Actual Status of the Purchase Order) to inform the Project Management about the status of the PO
ascertain that materials are available for shipment and all requested contractual documents are received. Receive shipping documents and check them for completeness;
CONTRACTOR PMC will closely monitor expediting reports and will provide instruction in order to recover or mitigate any delay. The Quality Procurement Manager will be responsible to organise inspections according to approved QA/QC plans and contractual obligations. 4.6
CONSTRUCTION MANAGEMENT
The overall fabrication scope of work for platforms and sealine items will be split among the three CONTRACTOR fabrication Yards as follows:
SAIPEM
FACILITIES DESCRIPTION
KARIMUN Indonesia
STAR KSA
SNAMPROGETTI Fab Yard
NOTES
KSA
X
X(note)
Some prefabrication will be executed in SnamProgetti Yard
X
X(note)
Part of JKT (Boat landing, etc) will be fabricated at SnamProgetti Yard
ARBI TP-2 INTERMEDIATE INJECTION PLATFORM: TOPSIDE
X
X(note)
Some prefabrication will be executed in SnamProgetti Yard
ARBI TP-2 INTERMEDIATE INJECTION PLATFORM: JACKET
X
X(note)
Part of JKT (Boat landing, etc) will be fabricated at SnamProgetti Yard
X
X(note)
Some prefabrication will be executed in SnamProgetti Yard
ARBI 4 – 5 – 6 – 7 – 8 – 9 WELL HEAD DECKS ARBI-TP-1 TIE-IN PLATFORM:
X
TOPSIDE ARBI-TP-1 TIE-IN PLATFORM: JACKET AND PILES
ARBI BRIDGE SUPPORT JACKETS ARBI FLARE ARBI BRIDGES
X
X
Will be decided based on the Yards work-load
X
X
Will be decided based on the Yards work-load
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK) Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11
PROJECT EXECUTION PLAN
Sheet 35 of 47
SAIPEM
FACILITIES DESCRIPTION
KARIMUN Indonesia
STAR KSA
SNAMPROGETTI Fab Yard
NOTES
KSA
ARBI: HIPS Flare BRIDGE SUPPORT (on PF1)
X
X(note)
Some prefabrication will be executed in SnamProgetti Yard
X
X(note)
Some prefabrication will be executed in SnamProgetti Yard
X
X(note)
Part of JKT (Boat landing, etc) will be fabricated at SnamProgetti Yard
X
X(note)
Part of JKT (Boat landing, etc) will be fabricated at SnamProgetti Yard
KO DRUM PLTF FLARE SUPPORT HSBH-19-20-21-22-23-24-25 WELL HEAD PLATFORMS HSBH-TP-1 TIE-IN PLATFORM:
X
TOPSIDE HSBH-TP1 TIE-IN PLATFORM: JACKET AND PILES HSBH BRIDGE SUPPORT JACKETS HSBH FLARE HSBH BRIDGESS
X
X
Will be decided based on the Yards work-load
X
X
Will be decided based on the Yards work-load
HSBH: HIPS Flare BRIDGE SUPPORT (on PF1)
X
X(note)
KO DRUM PLTF
Some prefabrication will be executed in SnamProgetti Yard
FLARE SUPPORT SUB SEA ALIGMENT FRAMES
X
RISERS
X
SUB SEA SPOOLS
X
SUB SEA SKIDS
X
Assembly will be done at CONTRACTOR quay
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK) Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11
PROJECT EXECUTION PLAN
Sheet 36 of 47
SAIPEM
FACILITIES DESCRIPTION
KARIMUN Indonesia
PLATFORMS AND SEALINE INSTALLATION AIDS (if required)
STAR KSA
SNAMPROGETTI Fab Yard KSA
X
NOTES
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 37 of 47
4.7
OFFSHORE TRANSPORT AND INSTALLATION
4.7.1
INSTALLATION ENGINEERING
4.7.1.1
Objectives:
This activity covers all the design studies, analysis procedures for the proper execution of the Work. engineering will be developed aiming to maximize the particular, CONTRACTOR will review the design of installation feasibility with Castoro 8.
and establishment of drawings and The Transportation and Installation use of CONTRACTOR own fleet. In the TP1 platforms, investigating for
Installations Engineering main objectives are:
Inputs to design engineering to maximize workability and safety during offshore installation period
Develop Transportation and Installation methods In accordance with Contract requirements
Ensuring Safety of personnel and assets when performing operations
Complying with Saipem and specific Project QA Plan requirements
Select all T&I means
Provide engineering support during all the installation period
4.7.1.2
Installation Engineering Deliverables
During project execution, CONTRACTOR will prepare and maintain the T&I engineering document register. The following list, which is not exhaustive, outlines the documentation that will be developed if applicable by CONTRACTOR in respect of the scope of work:
Analysis/Design ‐
Pipeline Shore Pulls; Normal Pipe-lay; Initiations; Terminations;
‐
Lifting; DAF Analysis during Lifting
‐
Cable Shore Pull; Normal Laying; J-tube Pull-in;
‐
Foundation Piles Driving;
‐
Mooring of Anchored Vessel;
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 38 of 47
‐
Transportation of Facilities, Linepipes;
‐
Rigging;
‐
Installation Aids;
‐
Jacket Upending
Procedures, Manuals & Reports ‐
Anchor Handling;
‐
Pipeline Shore Pull;
‐
Pipe-laying and Contingency;
‐
Shore Approach Trenching, Dredging and Backfilling;
‐
Structures (Jacket, Topside, Bridge, Flare) Installation;
‐
Cable Shore Pull; Cable Laying; Cable 1st and 2nd End Pull-in;
‐
Cable post-Trenching at Shore Approach;
‐
Diving;
‐
Transportation Plan;
‐
Survey and Positioning;
‐
Installation Equipment Calibration;
‐
Pipelines Hydro-testing and Pre-Commissioning;
‐
Marine Equipment Manuals;
‐
Transport Plan
‐
Jacket Legs Grouting
‐
Pile Monitoring
‐
Welding & NDT
‐
Installation Procedures
Drawings ‐
Installation Spread General Arrangements;
‐
Installation Aids; Rigging Arrangements; Sea-Fastening Arrangements;
‐
Anchor Patterns for Installation (Pipe-laying, Structure Installation);
‐
Transportation Arrangements;
‐
Pipeline Shore Pull Arrangement;
‐
Shore Approach Trenching, Dredging;
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 39 of 47
4.7.2
‐
Pipeline Installation Sequence; Pipe-lay Initiation Sequence;
‐
Structure Installation Sequence;
‐
Lifting Arrangements
‐
Cable Shore Pull, Cable Laying and Cable 1st and 2nd End Pull-in Sequence;
‐
Cable Post-Trenching;
‐
Subsea Works (Spools, Flexible Pipeline) Installation Sequences.
‐
Layout Drawings (Facilities, Vessels)
‐
Sea-fastening
INTERFACES
The main Interfaces are:
Company Drilling Schedule
Contractor fabrication yards: fabrication schedule, load out facilities, installation aids,..
Transports of coated pipes from plant to load out jetty,
Contractor offshore spreads simultaneous operations: Pipelaying, Spools installation, Cable laying, Precommissioning, Platforms installation, As built surveys
4.7.2.1
Internal Interfaces
T&I organizations will develop Interfaces Responsibility Matrix and interfaces register identifying all interfaces within CONTRACTOR organization (engineering, fabrication and operations). The interface register will be maintained and updated. Regular internal meetings will be held to ensure compliance with pre-defined dates. Operation engineers will be deployed at fabrication site to monitor and supervise proper preparation for offshore operations. CONTRACTOR will develop an integrated Project schedule allowing proper control of the offshore-related activities. 4.7.2.2
COMPANY Drilling Program Interface
COMPANY drilling program is provided under the Contract. It will be incorporated into the CONTRACTOR Project schedule and CONTRACTOR activities will be organized accordingly.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 40 of 47
4.7.3 4.7.3.1
OFFSHORE TRANSPORTATION OF FACILITIES PIPELINE TRANSPORTATION
Fabrication of Alignment Frames, Corridor Spools, Tie-in Spools, Risers, Riser Clamps, Valve skid and other permanent items will be done in CONTRACTOR premises in Saudi Arabia or in Sub-Contractor premises (GCC). Concreted coated pipejoints will be transported from logistic port via flat top 300’ Cargo Barges assisted by a towing tug. 4.7.3.2
CABLES TRANSPORTATION
Cables and Umbilical’s will be transported to offshore site onboard the cable laying vessel. 4.7.3.3
PLATFORMS TRANSPORTATION
Fabrication of HSBH TP-1 and ARBI TP-1 Topsides will take place at CONTRACTOR Fabrication Yard in Karimun, Indonesia. All the other structures will be fabricated in CONTRACTOR fabrication yard STAR Dammam, Saudi Arabia and/or Subcontracted Fabrication Yard in Gulf Area (GCC). Transportation of all Platforms from relevant fabrication yards will be done on towed cargo barges. Contractor will develop Transportation Manuel inclusive of analysis and towing route information. 4.7.4
OFFSHORE INSTALLATION
Detailed offshore installation methods will be developed during engineering phase. This section preliminary outlines CONTRACTOR’s installation plan:
Survey support Vessels, sub-contracted; (if required)
Dredging Spread, sub-contracted;
Derrick Laybarge Castoro 2, owned by CONTRACTOR; Derrick Laybarge Castoro 8, owned by CONTRACTOR;
Diving Support Vessels, sub-contracted;
Suitable Support Vessels to be rigged with Carousel for Cable Laying, sub-contracted.
Moored installation vessels (DLB Castoro 2, DLB Castoro 8) will be supported by two (2) suitable AHTs for anchor handling operations and by three (3) suitable AHTs during moorings and unmoorings. Diving Support Vessels (DSV) will be DP Class 2. Cable Laying Support Vessels will possibly
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 41 of 47
be DP Class 2 with mooring / spud capabilities for works in shallow waters. Offshore fields ARABIYAH and HASBAH are in close vicinity to the international border with Iran, therefore attention will be given to the vessel mooring as well as movements within field.
4.7.4.1
Survey Works
CONTRACOTR will perform Surveys during Contract execution and in particular: Pre-engineering Survey Pre-engineering survey will comprise the acquisition of geophysical and geotechnical data along the survey corridors for pipelines and cables detailed engineering. Survey will be performed to determine the bathymetry, seabed morphology and sub-seabed geology along the pipelines/cables route, along anchor corridor and at proposed new platforms locations. It will mainly consist in: ‐
Geophysical and geotechnical seabed survey of ARBI and HSBH flowline routes and geophysical seabed survey of area around the ARBI and HSBH tie-in and wellhead platforms;
‐
Geophysical and geotechnical seabed survey of first 40 km of the ARBI and HSBH trunkline routes ;
‐
Geophysical and geotechnical seabed survey of the remaining sections of pipeline route corridors (from HSBH KP 40.000 to II-P and from ARBI KP 40.000 to shoreline) including geophysical seabed survey of the 3000 m x 3000 m area centered at II-P;
‐
Geophysical and geotechnical seabed survey of single cable routes (cable route from Abu Ali shore to II-P and cable route from MRJN GOSP-2 to HSBH TP-1).
‐
If deemed necessary by CONTRACTOR: o
Nearshore Geophysical survey and Geotechnical 15 x 5m deep boreholes along 36” trunklines at Kursaniyah and between 119.8 KP and KP120.5
o
Nearshore Geophysical survey and Geotechnical 2 x 2m deep boreholes along 15kV composite power cable shore approach at Abu Ali
o
Geotechnical survey deep borehole at ARBI & HSBH Tie-in platform and flare locations
As-laid survey As-laid survey of pipelines will be performed prior to flooding and tie-in primary to detect freespans or anomalies.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 42 of 47
.
4.7.4.2
Dredging, Trenching and Backfilling of Pipelines and Cable
ARABIYAH-HASBAH shore approach section is defined as the 3.1 km long section between designated LTE point and 5,2m WD LAT. This section will be pre - dredged prior to pipeline pull and installation in accordance to tender requirements. Minimum pipeline trench depth will be sufficient to achieve 1m top of pipe burial coverage. Dredging till approx 0.5m WD of shore approach will be done using suitable land base excavator with elevating capabilities. Excavated material will be stored along the trench. Further trench excavation towards deeper waters is envisaged by means of suitable back hoe dredger. Dredging/trenching equipment will be carefully chosen in a way to ensure enough overlap between BHD and land base excavator working range. A near shore laybarge navigational / access channel 90m wide, 400m long and 4.5m LAT approximately 8.28km from onshore line will be dredged. All dredged material from this access channel will be transported and deposited in the approved soil dumping area indicated by COMPANY. Backfill operations will start after confirmation that pipelines have been installed into the trench i.e. once pipelines are shore pulled and laid pipelines surveyed (as-laid survey). The laybarge navigational / access channel will not be backfilled. Backfilling works will be carried out using the same equipment in their ranges (BHD and land based excavator).
4.7.4.3
Pipelines Installation
CONTRACTOR will mobilised the following main spreads for Pipelines Installation works:
Castoro 8: 36” trunklines from 17m WD to Tie- In Platforms (ARBI and HASBAH)
Castoro 2: Shore pull and all other pipelines
DLB Castoro 2 will perform pipe-lay of single pipejoint (typ.12.2m), while DLB Castoro 8 will perform pipe-lay of double pipejoints (typ. 24.4m).
4.7.4.4
Structures Installation
CONTRACTOR will mobilised the following main spreads for Structure Installation works:
Castoro 8: HSBH TP1 and ARBI TP1 and TP2 Platforms – or any other Heavy Lift Vessels if needed.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 43 of 47
Castoro 2: All WH Platforms.
4.7.4.5
Subsea Installation Works
Diving works will be performed from dedicated Dive Support Vessels. Vessels will be equipped with saturation system, work class ROV, suitable crane. Vessels will be DP2. Subsea installation works will comprise the following activities:
Preparatory works at Wellhead Jackets for Risers installation and Riser final positioning;
Installation of tie-in and wet stored spools (wet storage by Castoro 2 and Castoro 8);
Installation of protection shrouds on spool flanges;
Assistance to Pre-commissioning activities;
Installation of J-tube at Marjan GOSP 2 Platform;
Grout bags installation, supports for spools, cables;
Crossing preparation;
Installation of 4” flexible pipelines between Platform ARBI TP2 and 36” ARBI Trunk-line and 36” HSBH Trunk-line and connection to Trunk-lines;
Installation of Impressed Current Cathodic Protection (ICCP) at WHP and Tie-In Platforms;
Free-span corrections, if and where required.
4.7.4.6
Cable Installation Works
CONTRACTOR will mobilize equipment (Carrousel) to be rig onto a suitable Vessel to lay Cables. The breakdown of the installation SoW will be provide in the Installation Manuals.
4.7.4.7
Hydrotesting and Pre-commissioning
CONTRACTOR will carry out this activity. The battery limits will be identified as per COMPANY Specifications and approved Project procedures. Assumed is utilization of two vessels (suppliers) for offshore works. Pre-commissioning will be supported by divers.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 44 of 47
4.7.4.8
Onshore facilities to support offshore operation
Offshore logistic and support to the offshore operations will be performed from Tanajib Port. CONTRACTOR will deploy a logistic team based at CONTRACTOR light storage area Yard 10. Tanajib Port will be used for crew changes, loading supply vessels and logistic. CONTRACTOR will select at a later stage, based on selected coating yard subcontractors, the most appropriate port to load pipes onto cargo barges.
4.8
ONSHORE CONSTRUCTION AND INSTALLATION
4.8.1
ONSHORE ONSITE TEMPORARY FACILITIES
To be able to support the project execution and construction of the onshore portion of the pipeline, construction of the following onsite temporary facilities in accordance with the requirement of the project specification for temporary facilities shall be done:
Camp and Site Offices in Wasit Contractor’s Camp in area allocated for the project
Laydown Yard, Warehouse / Store, Maintenance / Mechanical workshops & Field Fabrication Shop in Wasit Laydown area allocated for the project.
4.8.2
ONSHORE PIPELINE CONSTRUCTION / INSTALLATION WORKS
The Management and Construction of the onshore pipeline works will be facilitated through the Camp and Site Offices at Wasit and at Project Management Team in Dammam Base. The construction phase of the pipeline will start with the mobilization of supervisory personnel, work crews, equipment and camp facilities, upon contract signature and will continue throughout the scheduled construction period up to the project completion. The Onshore Team will utilize fully independent spread with its personnel, supervisors and construction equipment. The spread will have two major (2) independent teams, one (1) dedicated for pipeline works and one (1) dedicated for Scraper Launching / Receiving Stations and Beach Valve Station works. The following in sequential order is the brief description of the onshore pipeline and associated on plot activities. Separate and specific method statements will be issued as required during the Construction period. The Pipeline crew will perform the following activities:
Site Survey
Right of Way Preparation & Access Roads
Trenching, Rock Blasting (if needed)
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 45 of 47
Hauling and Pipe Stringing
Pipe Bending
Pipes End preparation, Line-up and Mainline Welding
Automated Ultrasonic Testing (AUT)
NDE
Road crossings Open Cut & HDD or Thrust Boring Method
Field Joint Coating ( Internal & External)
Pipe Lowering
String to String Tie-ins
Sand Padding/ Backfilling
Berm Construction
Preliminary Clean-up
KM and Aerial Markers
Cathodic Protection
Caliper Survey
Internal Pipe Cleaning & Gauging
Hydrotesting and Dewatering
Swabbing & Drying
Nitrogen Packing
Pre-commissioning
Clean-up/ Pipelines Markers Installation
As-built survey and Red line Mark-up Drawings
The crew for Scraper launcher / Receiver and Beach Valve Station will perform the following activities:
Civil Works
Mechanical / Piping Works
Electrical & Instrumentation Works
E&I Pre-commissioning / Testing
Communication
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 46 of 47
Painting
The detail description of the above-mentioned construction activities will be described on a specific “Onshore Execution Plan”.
HASBAH & ARABIYAH OFFSHORE & ONSHORE FACILITIES Contract No. 6600026284 (IK) / 660002683 (OOK)
PROJECT EXECUTION PLAN
Doc.No. 00-ZA-E-G09000 Rev. B Date 24.07.11 Sheet 47 of 47
5.
INDEX OF PROCEDURES
Scope of this paragraph is to indicate which procedure included in the WEP contains the information requested in the Paragraph 4.8 of the OOK Schedule “B” and Paragraph 4.3 of the IK Schedule “B”. The Attachment 2 provides with cross reference between Schedule “B” and CONTRACTOR Plan and Procedures.
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
1:00
PLATFORMS
1:01
General Concept
Sharjah Center
1:01:01
Basic Design Review
x
1:01:02
Detailled Engineering
x
1:01:03
Fabrication Engineering (shop and field Drawings, cutting Lists, Piping Shop isometrics, etc.)
1:01:04
Field Engineering Follow-up at Yard
x
1:01:05
Design Model 3D
x
1:01:06
Itemized Material MTO, MR and TBE
x
1:01:07
Bulk Material MTO, MR and TBE
x
1:01:08
Review and Follow up of Vendor Data & Drawings
x
1:01:09
Weight Control Report during Engineering
x
1:01:10
Weight Control Report during Fabrication
1:01:11
As Built documentation
1:01:12
Red Line Mark up Drawings
1:01:13
Fabrication As Built Dossier
1:01:14
Transportation and Installation Engineering
x
1:01:15
Operating & Maintenance Manual
x
1:02
Fab Yard IK & OOK
Remarks
x x x x
Process x
Process Design Calculations
1:02:02
Data input from Pipeline Flow Assurance
1:02:03
PFDs, UFDs, PIDs and Line List (Process and Utilities)
x
1:02:04
Instrumentation Process Specifications
x
1:02:05
ESD Diagrams
x
1:02:06
HAZOP Review
x
1:02:07
PIDs As Built
x
x
Fire Fighting
1:03:01
Calculation Notes & Specifications
x
1:03:02
PIDs (Fire Water) & Line List
x
1:03:03
Equipment, Valves, Instruments & Itemized Material: - List
x
- Specification
x
- Data Sheet
x
- MTO, MR & TBE
x
1:03:04
Bulk Material MTO, MR & TBE
x
1:03:05
Review and Follow up of Vendor Data & Drawings
x
1:04
IK Center
x
1:02:01
1:03
Fano Center
Rev B
Loss Prevention & Environment
1:04:01
LOSPE Coordination
x
1:04:02
LOSPE Review
x
1:04:03
Safety Studies: - Air Pollutant Emission Study (HOLD)
x
- HAZID Report
x
Page 1 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
- HAZOP, Report & Follow Up
x
- HIPPS Quantitative Risk Assessment
x
- SIL Analysis Report, Allocation, Verification & Follow up
x
- API 14C Review Report
x
- Fire Risk Analysis
x
- Explosion Risk Analysis
x
- Flammable & Toxic Gas Dispersion Analysis
x
- Escape, Evacuation & Rescue Analysis
x
- Noise Study (HOLD)
x
- Acoustic & Flow Induced Vibration Study
x
- Quantitative Risk Assessment
x
1:04:04
Support to QRA
x
1:04:05
Hazardous Area Classification Data Sheet
x
1:04:06
Hazardous Area Classification Drawings
x
1:04:07
Fire&Gas Detection Criteria
x
1:04:08
Fire&Gas Detection Drawings (lay out, routing, supports detail,…)
x
1:04:09
Fire&Gas Cause&Effect Diagrams Follow up
x
1:04:10
Fireproofing Criteria
x
1:04:11
Fireproofing Drawings
x
1:04:12
Emergency Equipment and Escape Way definition
x
1:04:13
Safety Sign Specification and Drawings
x
1:04:14
Support to Environmental Impact Assessment
x
1:05
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
Structural
1:05:01
Calculation Notes
x
1:05:02
Specifications
x
1:05:03
Main Structure Design and Drawing
x
1:05:04
Secondary Structure Design and Drawing
x
1:05:05
Tertiary Structure Design and Drawing
x
1:05:06
Main Structure MTO, MR & TBE
x
1:05:07
Secondary Structure MTO, MR & TBE
x
1:05:08
Tertiary Structure MTO, MR & TBE
x
Structure Load & Transportation:
x
1:05:09
- Detail Load out procedure
1:05:10
- Sea Fastening (External & Internal) Engineering and Drawings
x
1:05:11
- Barge Grillage Engineering and Drawing
x
1:05:12
- Sea Fastening Material MTO, MR & TBE
x
1:05:13
Transportation and Installation Engineering
x
1:05:14
Naval analysis
x
1:06
Piping
1:06:01
Piping Class & Specifications
x
1:06:02
Stress Analysis
x
1:06:03
Piping Routing LB
x
1:06:04
Piping Routing SB
x
1:06:05
GA's Drawing
x
1:06:06
Isometrics Drawing LB
x Page 2 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
1:06:07
Isometrics Drawing SB
x
1:06:08
Pipe Support Book
x
1:06:09
Pipe Support location
x
1:06:10
Pipe Support detailed Design & Drawing
x
1:06:11
Piping Bulk Material MTO, MR & TBE
x
1:06:12
Piping Special Items MTO, MR & TBE
x
Including hard-piping required to connect HDO/MEG manifold to TUTU and from TUTU to umblical J-Tube hang-off bulk-head fittings
1:06:13
Piping Support Material MTO, MR & TBE
x
Including the support for hard-piping required to connect HDO/MEG manifold to TUTU and from TUTU to umblical J-Tube hang-off bulk-head fittings
1:06:14
Valves LB: MTO, MR & TBE
x
1:06:15
Valves SB: MTO, MR & TBE
x
1:06:16
Review and Follow up of Vendor Data & Drawings
x
1:06:17
Handling Study, Drawing
x
1:06:18
Handling Material MTO, MR & TBE
x
1:06:19
Fabrication Engineering
1:06:20
Precommissioning Specification
1:06:21
Precommissioning Procedure
x
1:06:22
Temporary bulk material for Precommissioning: Desing, MTO, MR & TBE
x
1:07
x x
Painting & Insulation
1:07:01
Specification
x
1:07:02
Procedures
x
1:07:03
Material MTO, MR & TBE
x
1:07:04
Vendor Data review
x
1:08
Electrical
1:08:01
Electrical and Cathodic Protection Design Basis
x
1:08:02
System Design Philosophies
x
1:08:03
Specifications, Data Sheets & Design Basis of all Equipment
x
1:08:04
Design Diagrams (SLDs, Schematics,..)
x
1:08:05
List of Consumers, Power Balance,..
x
1:08:06
Calculations (Cable sizing, Short Circuit Current, Stability,..)
x
1:08:07
Calculation Notes (Lighting, cable lighting, earthing,..)
x
1:08:08
Cable Schedules
x
1:08:09
Lay out (equipment, routing, …)
x
1:08:10
Interconnecting and Wiring Diagrams
x
1:08:11
Routing Main Cable Tray
x
1:08:12
Routing Secondary Cable Tray
x
1:08:13
Electrical Material Support Drawing
x
1:08:14
Cable Tray Support Drawing
x
1:08:15
Equipment MTO, MR & TBE
x
1:08:16
Cable MTO, MR & TBE
x
1:08:17
Cable Tray and Support MTO, MR & TBE
x
1:08:18
Bulk Material MTO, MR & TBE
x
Including cables from platform substation to submarine composite cable splice cases Including those required for cables from platform substation to submarine composite cable splice cases
Page 3 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
1:08:19
Equipment Handling Study & Drawing
x
1:08:20
Equipment Handling MTO, MR & TBE
x
1:08:21
Review and Follow up of Vendor Data & Drawings
x
1:09
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
Instrumentation & Control System & Telecom
1:09:01
Design Basis
x
1:09:02
Instrumentation/Automation Project Specifications
x
1:09:03
Telecom Project Specifications
x
1:09:04
Specifications, Data Sheets & Design Basis of all Equipment / Instrument / JB
x
1:09:05
Cables & wiring studies
x
1:09:06
Cable Schedules
x
1:09:07
Lay out (All: Field Instrument, Equipment, Telecom, JB, cabinet ...)
x
1:09:08
Block Level & Wiring Diagram
x
1:09:09
Instrument Database (INTools)
x
1:09:10
Instrument Index
x
1:09:11
Air Piping/Hook-up Drawings
x
1:09:12
Cause & Effects Diagrams
x
1:09:13
Logic Diagrams
x
1:09:14
Loop Diagrams
x
1:09:15
Routing Main Cable Tray
x
1:09:16
Routing Secondary Cable Tray
x
1:09:17
Instrument Material Support Drawing
x
1:09:18
Telecom Material Support Drawing
x
1:09:19
Cable Tray Support Drawing
x
Including cables from platform substation to submarine composite cable FOJB's
1:09:20
SCADA and Telecommunications Materials MTO, MR & TBE
x
1:09:21
Itemized Instrumentation Material / Equipment MTO, MR & TBE
x
1:09:22
Cable & JB MTO, MR & TBE
x
Including cables from platform substation to submarine composite cable FOJB's
1:09:23
Cable Tray and Support MTO, MR & TBE
x
Including those required for cables from platform substation to submarine composite cable FOJB's
1:09:24
Bulk Material MTO, MR & TBE
x
1:09:25
Review and Follow up of Vendor Data & Drawings
x
1:10
Packages Engineering
1:10:01
Design Guidelines and Instructions
x
1:10:02
Project Specifications
x
1:10:03
Equipment Data Sheets
x
1:10:04
MTO
x
1:10:05
Package MTO, MR & TBE
x
1:10:06
Equipment Handling Study & Drawing
x
1:10:07
Equipment Handling MTO, MR & TBE
x
1:10:08
Review and Follow up of Vendor Data & Drawings
x
2:00
PIPELINES, COMPOSITE CABLES & UMBILICALS
2:01
Process
2:01:01
Basic Engineering Design Data and Project Summary
x Page 4 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
Project Philosophies: - Process engineering control and operating philosophy
x
- Process engineering start up and shut down philosophy
x
- Relief Blow Down Vent and Drain Philosophy
x
- Isolation Philosophy
x
- Over Pressure Protection Study
x
2:01:02
Design Basis
x
2:01:03
H&MBs
x
2:01:04
PFDs/MSDs/PTD
x
2:01:05
Equipment List
x
2:01:06
Process Data Sheets-Equipment
x
2:01:07
Process Data Sheets-Instrument & PSV/CV
x
2:01:08
Utility Summary/ Electrical Load report
X
2:01:09
Electrical Load Summary
X
2:01:10
Blow Down, Depressurisation & Vent Calculations
x
2:01:11
Chemicals Summary
x x
2:01:12
P&ID's: Onshore Section First Mechanization
2:01:13
P&ID's: Onshore Section completion
2:01:14
Cause/ Effect Diagrams
x
2:01:15
Hazop/Sil
x
2:01:16
Operating Manuals
x
2:02
(Utility Consumption Onshore)
x
Fire Fighting
2:02:01
Calculation Notes & Specifications
x
2:02:02
PIDs (Fire Water) & Line List
x
Equipment, Valves, Instruments & Itemized Material: 2:02:03
- List
x
2:02:04
- Specification
x
2:02:05
- Data Sheet
x
2:02:06
- MTO, MR & TBE
x
2:02:07
Bulk Material MTO, MR & TBE
x
2:02:08
Review and Follow up of Vendor Data & Drawings
x
2:02:09
Operating Manual
x
2:03
Loss Prevention & Environment
2:03:01
LOSPE Coordination & Review
2:03:02
Safety Studies:
x
- HAZID Report
x
- HAZOP, Report & Follow Up
x
- HIPPS Quantitative Risk Assessment
x
- SIL Analysis Report, Allocation, Verification & Follow up
x
- API 14C Review Report
x
- Fire Risk Analysis
x
- Explosion Risk Analysis
x
- Flammable & Toxic Gas Dispersion Analysis
x
- Escape, Evacuation & Rescue Analysis
x Page 5 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
- Acoustic & Flow Induced Vibration Study
x
- Quantitative Risk Assessment
x
- Pipeline Risk Aseessment
x
2:03:03
Support to QRA
x
2:03:04
Hazardous Area Classification Data Sheet
x
2:03:05
Hazardous Area Classification Drawings
x
2:03:06
Fire&Gas Detection Criteria
x
2:03:07
Fire&Gas Detection Drawings
x
2:03:08
Fire&Gas Cause&Effect Diagrams Follow up
x
2:03:09
Fireproofing Criteria
x
2:03:10
Fireproofing Drawings
x
2:03:11
Emergency Equipment and Escape Way definition
x
2:03:12
Safety and Traffic Signs: specification and typical drawings
x
2:03:13
Support to Environmental Impact Assessment
x
2:03:14
Environmental Studies
2:04
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
x
Pipeline Engineering From Top of Riser on Structure to Wasit GP
2:04:01
Flow assurance
x
Output to Structure Process
2:04:02
Pipeline Material Selection
x
Including coating
2:04:03
Pipeline Sizing
x
2:04:04
Pipeline Sizing at Onshore Xings locations
x
2:04:05
Onshore Xings design and drawing
2:04:06
Pipeline Stress Analysis Offshore Section
2:04:07
Pipeline Stress Analysis Onshore Section
Input required from IK Center
x x
Batery Limit : Beach Anchor Block
x
Onshore Section: from and including Beach Anchor Block
x
IK Center to provide inputs
Pipeline MTO: 2:04:08
- Offshore Section (including riser)
x
2:04:09
- Onshore Section
x
2:04:10
Pipeline MR & TBE
x
Pipeline Bends & Flange: 2:04:11
- Offshore Section (including riser): MTO, MR & TBE
2:04:12
- Onshore Section: MTO, MR & TBE
Battery limits: onshore at LTE (Land Termination End), offshore at riser top flange
x x
Pipeline Coating:
x
2:04:13
- Engineering & Specification
x
2:04:14
- Pipeline Coating MTO
x
2:04:15
- Pipeline Coating SOW
x
2:04:16
- Pipeline Coating TBE
x
Cathodic Protection: Offshore Section
Battery limit onshore: insulation element (excluded)
2:04:17
- Engineering & Specification
x
2:04:18
- MTO
x
2:04:19
- MR
x
2:04:20
- TBE
x
Cathodic Protection: Onshore Section 2:04:21
- Engineering & Specification
x
2:04:22
- MTO
x
2:04:23
- MR
x
2:04:24
- TBE
x
Page 6 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
Fano Center
IK Center
- Offshore
2:04:26
- Onshore
2:05
Fab Yard IK & OOK
Remarks Battery limits offshore - onshore at Land Termination
Pipeline Alignment Sheet / IFC drawings: 2:04:25
Rev B
x x
Submarine Composite Cables & Umbilicals
2:05:01
Electrical Distribution System Design
x
2:05:02
Communication System Design
x
2:05:03
Submarine Composite Cable Onshore Section Alignement Sheets
2:05:04
Submarine Composite Cable Offshore Section Alignement Sheets
x
From offshore to shore LTE
2:05:05
Submarine Power Cables Sizing
x
Cable CSA is defined by Platform ELE; FO budget is defined by Platform ELE/ICST
2:05:06
Submarine Cable / Umbilical Power Splice Cases Sizing
x
On all platforms
2:05:07
Submarine Cable Power Cables Splitter box Sizing
x
Only at Abu Ali substation
2:05:08
Submarine Cable / Umbilical FOJB's Sizing
x
On all platforms
2:05:09
Submarine Umbilical TUTU Sizing
x
Only on HSBH TP-1 and HSBH WHP's
2:05:10
Onshore Power Cable Sizing
2:05:11
Submarine Composite Cables & Umbilicals MTO, MR & TBE
2:05:12
Onshore Power & FO Cables MTO
2:05:13
Onshore Power & FO Cables MR & TBE
2:05:14
Platforms Substation:
2.05.14.1 - Design, Specification & Data Sheet
2.05.14.2 - Drawing, Lay Out
2.05.14.3 - Material & Equipment MTO, MR & TBE
2:05:15
x
From shore LTE to Abu Ali substation feeder/instrument control room
x x x x
Including cables from Abu Ali substation feeder/instrument control room to submarine cable splitter box/FOJB Including cables from Abu Ali substation feeder/instrument control room to submarine cable splitter box/FOJB
x
Topside equipment included in Fano Center scope: splice cases and FOJBs on each platform; TUTU's on HSBH TP-1 and each HSBH WHP's). Topside equipment included in Sharjah Center scope: power/FO cables from splice case/FOJB to feeder/instrument room, including supports; hard piping c/w supports from manifold system to TUTUs and from TUTUs to J-Tube umbilical hangoff bulkhead fittings
x
Including layout of topside equipment included in Fano Center scope (i.e.: splice cases and FOJBs on each platform; TUTU's and hard-piping to umbilical J-Tube hang-off on HSBH TP-1 and each HSBH WHP's) and routing of topside cables/piping
x
x
Topside equipment included in Fano Center scope: splice cases and FOJBs on each platform; TUTU's on HSBH TP-1 and each HSBH WHP's). Topside equipment included in Sharjah Cebter scope: power/FO cables from splice case/FOJB to feeder/instrument room, including supports; hard piping c/w supports from manifold system to TUTUs and from TUTUs to J-Tube umbilical hangoff bulkhead fittings
x
x
Equipment included in Fano Center scope: splitter box and FOJB Equipment included in IK Center scope: splitter box/FOJB support structure and manhole hardware (PVC conduits, supports, plates, bolting, fence, etc.)
x
Including layout of equipment included in Fano Center scope to be installed at the selected manhole location at Abu Ali Plant (i.e.: splitter box and FOJB )
ABU ALI Substation:
2.05.15.1 - Design, Specification & Data Sheet
2.05.15.2 - Drawing, Lay Out
Page 7 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
x
2.05.15.3 - Material & Equipment MTO, MR & TBE
2:05:16
Fano Center
IK Center
x
Rev B
Fab Yard IK & OOK
Remarks Equipment included in Fano Center scope: splitter box and FOJB Equipment included in IK Center scope: splitter box/FOJB support structure and manhole hardware (PVC conduits, supports, plates, bolting, fence, etc.)
MRJN GOSP-2 Platforms :
2.05.16.1 - Design, Specification & Data Sheet
x
Topside equipment included in Fano Center scope: splice case and FOJB Topside equipment included in Sharjah Center scope: Power/FO cables from splice case/FOJB to feeder/instrument room, including supports
2.05.16.2 - Drawing, Lay Out
x
Including layout of topside equipment included in Fano Center scope (i.e.: splice case and FOJB) and routing of topside cables
x
x
Topside equipment included in Fano Center scope: splice case and FOJB Topside equipment included in Sharjah Center scope: Power/FO cables from splice case/FOJB to feeder/instrument room, including supports
x
x
2.05.16.3 - Material & Equipment MTO, MR & TBE
2:05:17
Umbilical Hydraulic Sizing
2:05:18
Review and Follow up of Vendor Data & Drawings
2:06
x x
for respective sow
1st Mechanization by Sharjah
Piping Engineering: Onshore Section Onshore Section: from & including Beach Valve Station to Wasit GP
2:06:01
Paint & Insulation
x
- Above ground piping material
x x
- Main Line internal / external coating 2:06:02
P&ID Mechainization
x
2:06:03
Plot plan & Single Line
x
2:06:04
U/G Network
2:06:05
Material Specification
x x
Piping Bulk , Valves, Pipes & Pipe fitting, Flanges, Bar Tee & special items Material:
x
2:06:06
- MTO
2:06:07
- MR
x
2:06:08
- TBE
x
2:06:09
Piping Layout
x
2:06:10
Isometrics
x
2:06:11
Piping Arrangment
x
2:06:12
Stress Analysis
x
2:06:13
Support Design, Drawings & MTO
x
2:06:14
Ladders & Platform Design, Drawing & MTO
x
2:06:15
Support and structure MR
x
2:06:16
Support and structure TBE
x
2:06:17
As Built Drawings
x
2:07
Civil Engineering Onshore Section
2:07:01
Design Guidelines and Instructions
2:07:02
Project Specifications
x
2:07:03
Standard Drawings
x
2:07:04
Soil Investigation Specification
x
2:07:05
Site Preparation Plans
x
x
Only those relevant to Pipelines
Page 8 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
Fano Center
IK Center
Rev B
Fab Yard IK & OOK
Remarks
2:07:06
Drainage System
x
2:07:07
Cable Trenches
x
2:07:08
Bar-Bending Schedule
x
2:07:09
Pavement System
x
2:07:10
Road System
x
2:07:11
Steel Structures
x
If Any
2:07:12
Equipment Structures
x
If Any
2:07:13
Shelters
x
If Any
2:07:14
Equipment Foundation
x
2:07:15
Civil MTO
x
2:07:16
Civil Works Requisitioning (Const)
x
2:07:17
Technical Evaluations
x
2:08
Electrical Engineering: Onshore Section
2:08:01
Design Guidelines and Instructions
x
2:08:02
Project Specifications
x
2:08:03
Standard Drawings
x
2:08:04
Grounding Study
x
2:08:05
Electric System Analysis and Studies
2:08:06
Overall One Line Diagram
x
2:08:07
Substations One Line Diagrams
x
x
(relevant to MV cable sizing in Abu Ali)
2:08:08
Electric Load List
x
2:08:09
Power Wiring Layout
X
2:08:10
Lighting Layout & Study
x
2:08:11
Grounding Layout
x
2:08:12
Cable Route Layout & Cable Sizing
x
2:08:13
Substation Equipment Layout
x
2:08:14
Equipment Data Sheets
x
2:08:15
Cable Schedule
x
2:08:16
Electrical Itemised Material: MTO & TBE Requisitions
2:08:17
Electrical Itemised Material: MR
2:08:18
Electrical Bulk MTO, MR & TBE
x
2:08:19
Review and Follow up of Vendor Data & Drawings
x
2:09
Only those relevant to Pipelines
Support from OOK
x x
Instrumentation & Telecom Engineering Onshore Section
2:09:01
Design Guidelines and Instructions
x
2:09:02
Instrumentation/Automation Project Specifications
x
2:09:03
Standard Drawings
2:09:04
Instrument Database (INTools)
x
2:09:05
Instrument Index
x
2:09:06
Air Piping/Hook-up Drawings
x
2:09:07
Cause & Effects Diagrams
x
2:09:08
Logic Diagrams
x
2:09:09
Loop Diagrams
x
2:09:10
Field Instrument Layout
x
x
Page 9 of 10
WEPP - Attachment 1 ENGINEERING ORGANISATION MATRIX
24 July 2011
No.
Activities
Sharjah Center
2:09:11
Block & Level Diagram
x
2:09:12
Wiring Diagram
x
2:09:13
Block & Level Wiring Diagram
x
2:09:14
Cable Route Layout
Fano Center
IK Center
x
Rev B
Fab Yard IK & OOK
Remarks
(installation purpose)
2:09:15
Data Sheets
x
2:09:16
Cable Schedule
x
2:09:17
Itemised Instrumentation MTO
x
verified by IK Center
2:09:18
Bulk Instrumentation MTO
x
verified by IK Center
2:09:19
Itemised Instrumentation Materials Technical Evaluations
x
2:09:20
Bulk Instrumentation Materials Technical Evaluations
x
2:09:21
Review and Follow up of Vendor Data & Drawings
x
2:09:22
Telecom Project Specifications
x
2:09:23
Overall Telecommunication architecture diagram
x
2:09:24
Detail block diagram
x
2:09:25
Telecom Equipment Layout
2:09:26
Control Room Telecom Equipment Layout
x
2:09:27
RTU tie inn and SCADA interface
x
2:09:28
RTU specification (MR) and TBE
x
2:09:29
As Built Drawings
2:10
x
contribution from IK Center
x
Packages Engineering Scapper Traps & lifting means
2:10:01
Design Guidelines and Instructions
x
2:10:02
Project Specifications
x
2:10:03
Equipment Data Sheets
x
2:10:04
MTO
x
2:10:05
MR & TBE
x
2:10:06
Review and Follow up of Vendor Data & Drawings
x
2:11
Verified by IK Center
Metallurgy Engineering
2:11:01
Material Selection Report
x
2:11:02
Additional Meterial Requirements (Critical Services)
x
2:11:03
On Stream Inspection Specification
x
2:11:04
Welding Specification review (WPS/PQR)
x
2:11:05
On Stream Inspection Drawings
3:00
FLEXIBLE LINES AND SUBSEA SKID
3:00:01
Flex lines and Subsea Skid Design, Specification, Data Sheet & Drawing
x
3:00:02
Cathodic Protection Design
x
3:00:03
Flex lines and Skid Piping, Valves & Fitting MTO, MR & TBE
x
3:00:04
Review and Follow up of Vendor Data & Drawings
x
x
Page 10 of 10
WEPP - ATTACHMENT 2 SECTION 5 - PROCEDURES INDEX
24 July 2011
Item ref. to OOK and IK 4:08:05
CONTENT
Project Work Execution Plan
Rev B
PROCEDURE TITLE
Number
Project Work Execution Plan (WEPP)
00-ZA-E-G09000
Project Organization Chart
Letter SA-SSP-LT-0009
WEPP Section 4.4.3
00-ZA-E-G09000
Included above
00-ZA-E-G09000
WEPP Section 4.3.7
TBA
4:03:01 5:01
Project Organization Chart
3:01 5:02
Manpower Staffing Plan
3:03 5:03 1:04
Working hours
5:04
Verification plan of the Preliminary Design
5:05
Facility for COMPANY Management Team in Design Office and Fabrication Office
WEPP Section 3.4
00-ZA-E-G09000
Administrative procedures concerning documentation distribution,…visitors,…reporting
WEPP - Section 5
00-ZA-E-G09000
Document Control and Review Procedure
00-ZA-E-G09805
Change Order Administration Procedure
00-ZA-E-G09001
Subcontracting Plan
00-ZA-E-G09701
Coordination Procedure Between COMPANY and CONTRACTOR
00-ZA-E-G09806
Plan for Interfaces Coordination
00-ZA-E-G09002
Project Quality Plan
GN00-A-A-Q-PG-0001
WEPP - Section 4.3.6
00-ZA-E-G09000
5:06 1:05 5:07 1:06
Document Routing and Control Procedure
5:08
Contract Administration and Project Control Procedures for deliverables, changes in scope, change orders, ..scheduling and cost impacts
1.13/16 5:09 1:14 5:10
Subcontracting Plan Coordination Procedures associated with Interfaces with Company
1:15 5:11
Roles and responsibilities
5:12
Constructability Implementation Plan
5:13
Risk Management Plan
Risk and Opportunity Management Plan
00-ZA-E-G09804
5:14
Office evacuation plan
Safety booklet
NA
5:15 1:07
Drawing control and review procedure
Verification of Engineering Deliverables
00-ZA-E-D09003
Document Control and Review Procedure
00-ZA-E-G09805
5:16
Plan for completing and issuing drawing Master Document Register
00-ZA-E-G09807
Document Control and Review Procedure
00-ZA-E-G09805
Master Document Register
00-ZA-E-G09807
Document Control and Review Procedure
00-ZA-E-G09805
Work Breakdown Structure
00-ZA-E-G09800
5:17
5:18
Document Distribution Matrix listing all contractual submittals and... Dates
Security plan to ensure confidentiality of documents
1:23 5:19
1 of 3
WEPP - ATTACHMENT 2 SECTION 5 - PROCEDURES INDEX
24 July 2011
Item ref. to OOK and IK
CONTENT
1:08 Project scheduling and progress reporting formats
5:20
Material procurement plan for materials and equipments to met construction need dates, expediting and inspection…
Rev B
PROCEDURE TITLE
Number
Planning and Scheduling Procedure
00-ZA-E-G09801
Progress Measurement Procedure (including support to Invoicing)
00-ZA-E-G09803
Project Reporting Procedure
GN00-A-A-J-PR-02000
Procurement Procedure (Procurement Status Report and Material Status Report)
GN00-A-A-L-PR-03000
Procurement Quality Plan
GN00-A-A-Q-PR-0001
Procurement Procedure
GN00-A-A-L-PR-03000
Project Quality Plan
GN00-A-A-Q-PG-0001
1:09 5:21
Material procurement plans and procedures complying with schedule G
5:22 1:24
Project Quality Audit Plan
-
Project Procurement Quality Plan
GN00-A-A-Q-PR-0001
5:23
Waste Management Plan for the Fabrication, Onshore and Offshore Activities (IK)
00-ZA-E-G-85812
1.26 to 1.30
Environmental Monitoring Program for the Offshore Activities (IK)
00-ZA-E-G-85813
Loss Prevention Program / Plan for Fabrication Activities (IK)
00-ZA-E-G-85814
Hazard Identification and Risk Assessment (HIRA) Plan for Fabrication Activities (IK)
00-ZA-E-G85800
Approved QA/QC Manual and project specific QC plan for design, procurement, fabrication and construction
Approved Safety and Loss prevention plan including attachment V and IK Schedule D
Emergency Response Plan (ERP) with MEDEVAC for Fabrication Activities (IK) Oil Spill Contingency Plan for Fabrication Activities (IK) Loss Prevention Program / Plan for Onshore Activities (IK) Hazard Identification and Risk Assessment (HIRA) Plan for Onshore Activities (IK) Emergency Response Plan (ERP) with MEDEVAC for Onshore Activities (IK) Oil Spill Contingency Plan for Onshore Activities (IK) Loss Prevention Program / Plan for Offshore Activities (IK) Hazard Identification and Risk Assessment (HIRA) Plan for Offshore Activities (IK) Emergency Response Plan (ERP) with MEDEVAC for Offshore Activities (IK) Oil Spill Contingency Plan for Offshore Activities (IK) Loss Prevention Program / Plan for Fabrication Activities (OOK) Hazard Identification and Risk Assessment (HIRA) Plan for Fabrication Activities (OOK) Emergency Response Plan (ERP) for Fabrication Activities (OOK) Waste Management Plan for Fabrication Activities (OOK) H2S Contingency Plan (TBC)
2 of 3
00-ZA-E-G85801 00-ZA-E-G-85815 00-ZA-E-G-85816 00-ZA-E-G85804 00-ZA-E-G85805 00-ZA-E-G-85817 00-ZA-E-G-85818 00-ZA-E-G85810 00-ZA-E-G85811 00-ZA-E-G-85819 00-ZA-E-G-85820 00-ZA-E-G85802 00-ZA-E-G85803 00-ZA-E-G-85821 00-ZA-E-G-85822
WEPP - ATTACHMENT 2 SECTION 5 - PROCEDURES INDEX
24 July 2011
Item ref. to OOK and IK
5:24 5:25 5:26 5:27
CONTENT
PROCEDURE TITLE
Number
Project Event Reporting and Investigation Procedure
00-ZA-E-G85806
Project HSE Training and Induction Plan
00-ZA-E-G85807
Project HSE Requirements for Subcontractors
00-ZA-E-G85808
Project HSE Audit Plan
00-ZA-E-G85809
Project Health Plan
00-ZA-E-G-85823
Project HSE Incentive Scheme
00-ZA-E-G-85824
Security Plan
TBA
WEPP - Section 4.4.3
00-ZA-E-G09000
Construction Execution Plans
TBA
Job Specifications
NA
Section 3.4.3
00-ZA-E-G09000
Section 4.2
00-ZA-E-G0900
Procurement Quality Plan
GN00-A-A-Q-PR-0001
Procurement Procedure
GN00-A-A-L-PR-03000
Procurement Procedure
GN00-A-A-L-PR-03000
Material Management and Control Procedure
00-ZA-E-9600
Security Plan for all personnel and project Facilities Plan for mobilizing and executing the engineering work including procurement at design office and fabrication office Plan for mobilizing and executing the fabrication Work at fabrication yard …… Plan for conducting the onshore and offshore engineering survey
5:28
Obtaining Visa Block
5:29
Staffing plan to provide engineering support throughout IK construction work.
Rev B
1:17
5:30
5:31
Staffing at major equipment/material Vendor office’s and coordination between Vendor and Design office
Providing customs clearance services
1:18 5:32
Staging, storage and transporting material
5:33
Procurement of start-up materials and development of Spare Parts Packages
Material Specification and Material Request
NA
Material control and storage plan and procedures
Material Management and Control Procedure
00-ZA-E-09600
Onshore Work Execution Plan and Installation Manuals
set of documents to be produced before work execution
1:21 5:34 1.10/20 5:35
Plans and procedure development to support fabrication of the Facilities
1:22
Formats for inspection Log Books and inspection Log Books report to be used during construction
Project Quality Plan
GN00-A-A-Q-PG-0001
1:32
Providing and developing Pre-commissioning procedures
Project Precommissioning Manuals
set of documents to be produced before work execution
3 of 3
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