Project Execution Plan

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ENGINEER’S STAMP:

CONTRACTOR’S STAMP:

  TABLE OF CONTENTS  1.

2.

3.

PAGE

PROJECT EXECUTION

04

1.1

Document Purpose

04

1.2

Project Objecves

04

1.3

Project Management System

04

1.4

Project Execuon Summary

05

PRE-PRODUCTION SCHEDULE

06

2.1

Kick-of Meeng

06

2.2

Construcon Schedule

06

2.3 2.3

Over veral alll Pre re-p -pro rodu duc con on Sch che edu dulle

07

ENGINEERING AND DESIGN Issued for Approval A 3.1 Engineering REV. DESCRIPTION 3.2 Design

4.

PROCUREMENT PLAN 4.1

5.

6.

8.

09/04/2018

PREPARED

CHECKED

DATE

‫سعودي‬‫عربي ا‬‫ ا‬  ‫ممل‬‫ا‬

07 08 08 08

WATER CONVERSION CORPORATION (SWCC)

‫رم‬ ‫م‬‫ ا‬ ‫ستراتيج ف م‬‫لخز ا‬ ‫ني‬‫ث‬‫مرحل ا‬‫ا‬ ‫ط‬‫ ف ا‬‫و‬‫مرحل ا‬‫وا‬ 

Management

08 09 09

Temporary ConSTRATEGIC strucon FaciliRESERVOIRS es

AT MAKKAH PHASE II &  TAIF PHASE I

RESOURCE MANAGEMENT PLAN

09 11

ENGINEER:

6.2

‫هندسي‬‫را ا‬‫ستش‬ ‫سعودي‬‫هندس ا‬‫ ا‬‫تح‬‫ ا‬  ‫شر‬ ( ‫لم‬‫(خطي و‬ Construcon Materials

6.1

Manpower Mobilizaon

11

6.2

EquCONTRACTOR: ipment Mobilizaon

12

6.1

7.

G.D

‫ح‬‫مم‬‫ ا‬‫مي‬‫تحلي ا‬ ‫م‬‫ع‬‫ ا‬ ‫س‬‫س‬‫ؤ‬‫م‬ ‫ا‬

4.2 P Pu urchasing SALINE CONSTRUCTPROJECT ION PLATITLE: N

5.2

J.P

KINGDOM OF SAUDI ARABIA

Procurement

5.1 ‫ر‬‫ ش‬‫م‬‫ال‬   ‫ق‬C    onstrucon  Project No. 20906

07

Human Resources

11 11

SAUDI CONSOLIDATED ENGINEERING COMPANY  (KHATIB & ALAMI)

HEALTH, SAFETY AND ENVIRONMENTAL M AN‫ق‬A‫م‬G ‫ق‬ ‫ل‬‫ا‬ EME‫م‬N‫تث‬T‫س‬‫ل‬

‫ون‬‫ الع‬  ‫شر‬

12

7.1

& CONTRACTING CO Environmental Ma.AL-AYUNI nagement PlaINVESTMENT n

12

7.2

HeaSUB-CONTRACTOR: lth and Saety Management Plan

13

‫ن‬ ‫الل‬  ‫عوو‬‫ال‬  ‫لل‬‫ق‬‫المق‬ ‫س‬ ‫دس‬‫المه‬  ‫حح‬‫ا‬ ‫ب‬‫و‬ ‫انكو‬  ‫شر‬

R  ISK MANAGEMENT PLAN

13

8.1 Risk AssessmENCOCORP ent  - ENGINEERS & CONSTRUCTION CORPS Saudi-Lebanese Saudi-Lebanese ENCOCORP LOCATION:

13

DOCUMENT TITLE:

PROJECT EXECUTION PLAN FOR THE POTABLE WATER STEEL STORAGE TANKS SCALE:

9.

DOCUMENT NO.:

7 6 - Q D 6 0 -

QUALITY CONTROL

F

- 0 0 0

ENGINEERING :

9.1

Project Quality Control Plan

9.2

Quality System Audits

SHEET NO.

REV.

1 of 21

A

13 14

IBG LTD.

16

10.

PROJECT REPORTING

16

11.

PRE-CONSTRUCTION INSPECTION

16

12.

CONSTRUCTION METHODOLOGY

17

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

13.

2 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

COMMISSIONING AND HANDOVER

20

13.1

Commissioning

21

13.2

Handover

21

1.-PROJECT EXECUTION 1.1 DOCUMENNT PURPOSE

This Project Execuon Plan species the approach, tasks and schedule or the Strategic Water Reservoirs. As well it idenes and addresses any unique challenges acing the Project. The Project will be designed and constructed to SWCC standards, with emphasis on addressing all environmental and saety issues. Also this document is intended to outline the proper sequence or material control, storage, abricaon, erecon, coang, inspecon and tesng o Potable Water Steel Storage Tanks (Capacity 170,000 M ³ each) in TAIF with Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

3 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

AICC/SWCC under contract in the kingdom o Saudi Arabia. The Execuon o the project works will be 36 months rom NTP. 1.2 PROJECT OVER VIEW

The project reers to the construcon o strategic drinking water reservoirs or Saline Water Conversion Corporaon (SWCC) at TAIF, KSA. The Strategic Reservoir at TAIF nine (9) steel tanks, each tank with a volume o 170,000 M³. The “Reservoir” project which concerns all installaons at TAIF including the individual Tanks & its mechanical works will be up to 36 months, as indicated in the schedule and general layout. The work workss shal shalll be executed executed on Engineeri Engineering, ng, Procur Procurement ement and Construc Construcon on basi basiss and include design, abricao abri caon, n, shop painng, painng, shop tesng, transport transport & delivery delivery to the site, storage storage on site, site, construco construcon, n, commissioning and handover. The scope o works includes more specically the ollowing: 

Design, supply and construcon o steel storage tanks.



Design, supply and construcon o inlet, outlet, overow and drain piping.



Design, supply and installaon o tank instrumentao instrumentaon. n.



Design, supply and installaon o Aluminium Dome Roo.



Design, supply and installaon o Mixing System.

1.3 PROJECT MANAGEMENT SYSYTEM

A proven and integrated Project Management System will be ulized by Encocorp to acilitate acilitate monitoring and control o the Project. The PMS will provide precise and accurate inormaon to the Contractor, Contractor, Consultant and Client, enabling them to make decisions and implement acons or the successul execuon o the Project. Three essenal elements o the PMS are: 

Project controls control s personnel assigned to enable the decisions required to ensure perormanc perormance e meets



the targets. A project plan to dene the technical, construcon constru con and schedule requiremen requirements, ts, and ideny the work responsibilies responsibili es o the teams.



A monitoring system to compare actual and orecast perormance pero rmance against the project plan, and to show actual and expected variances.

The PMS will provide reporng o the status o the Project, document scope changes, budget and schedule; it will also compare actual perormance with planned acvies and report the efect o ancipated changes on the nal date and budget. 1.3.1 PROJECT CONTROL An integral part o the PMS is the project controls uncon. The uncon will plan and control the schedule and me o the project by use o an integrated project control system which will encompass the uncons o scheduling, cost control, esmang, change control, monitoring and reporng or the engineering, Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

4 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

procurement, construcon and pre-operaonal tesng o the Project. 1.3.2 PROJECT PLAN The project schedule will set out the Project's planning and controlling schedules. At the commencement o the project, the ollowing planning and control acvies will be undertaken: 

The Project Master Schedule will be developed as the principal control document.



This summary schedule contains sucient detail to enable management to compare perormance against plan.



The master schedule will summarize project level schedules and dene established goals and milestones o major elements and duraons o work to be perormed and major precedence relaonships.



The Detailed Project Schedule will be developed as scope denion and work packages are nalized.



This schedule will represent all detailed work acvies and deliverables necessary to complete the Project.



The Control Level Schedules represent the day-to-day tasks which summarize acvies and/or



deliverables. The status o these tasks determines the status o related acvies in the Project Level Schedules.

1.3.3 PROJECT MONITORING 

Project Management system will implement a monitoring system in all phases o project.



An electronic, automated and computerized monitoring system will be used to monitor the acvies o the Project.

1.4 PROJECT EXECUTION SUMMARY

A well-managed plan will be iniated rom the date that project execuon begins. An efecve project management system will be implemented to assist in efecvely managing project scheduling and me. The team will ensure that: 

The crical path schedule o construcon is met or improved upon.



Engineering and procurement acvies are completed to support construcon requirements.

The Project will be executed or 36 months duraon. Within six months rom the project go-ahead, the ollowing will be completed: 

Award o contract.



Bidding submials.



Project control structure, including budget, schedule, procedures, and work plans.



Purchase Orders (PO’s).



Final site layout.



All design criteria including, but not limited to, environmental, applicable codes, materials o construcon, and control philosophy.

  

Finalized contracng strategy. Health, Saety & Environment Plan. Construcon Plan.

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

5 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000



Quality Assurance/Quality Assurance/Quality Control Plan (QA/QC).



The preparaon o method statement and procedures.



Equipment and Manpower Mobilizaon to the site.

2.-PRE-PRODUCTION SCHEDULE 2.1-KICK-OFF MEETING

Following the Award o Contract, but prior to start o construcon, a kick-of or pre-construcon meeng shall be held or reviewing the Contract Documents and all administrave procedures. The purpose o this meeng is also to acquaint Encocorp with the Contractor & SWCC personnel with whom he will deal during the project. A responsible person, the Project Manager and/or such other personnel shall represent Encocorp at the meeng, as Encocorp may deem necessary. This secon provides an agenda to the pracce o: 1.0

Organizaon Organizao n and Communicaons.

2.0

Reporng Requirements/Post Award Deliverables.

3.0

Contract Clauses. 

Site-Specic Facility Access & Security Requirements.

4.0

Design/Construcon.

5.0

Environmental Health & Saety Planning.

6.0

Outages/Permits.

7.0

Planned Agenda or next Meengs. 2.2 CONSTRUCTIONS SCHEDULE

A preliminary schedule or the Project has been developed using Primavera scheduling soware, showing a meline basis. The schedule was developed based on: 8.0

The number o man-hours required to execute each acvity as outlined in the schedule. Discussions with suppliers, sub-contractors and vendors to determine lead mes or manuacturing 

and delivery o equipment and materials.

The basic parameters or the schedule are: 

One working shi is 10 hours.



One working week is 6 days.



The site is connuously operated 365 days / year.



There is connuous shipping o equipment throughout the year.

 

The schedule ollows the Work Breakdown Structure and the Standard Discipline.

2.2.1 CRITICAL PATHS Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

6 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

Inial Mobilizaon Crical Crical Path, the ollowing acons need to be taken prior to mobilizaon: 

Awarding o EPC contract.



Ideny required resources, manpower, materials equipment, etc.



The necessary detailed design.

The crical acvies in this period are: 

Establish lay-down areas or in-coming mechanical and construcon equipment, materials, etc.



Construcon Fuel Storage Facility and other acility or the works.

Process Plant Crical Path The program or construcon o the process acilies is controlled by manpower resources and efecve supply o equipment and materials. 2.3 OVERALL PRE-PRODUCTION SCHEDULE

2.3.1 INITIAL IMPLEMENTATION SCHEDULE The project schedule as a management tool is structured to serve many purposes. At its most basic level it serves as an inormaon vehicle or in house review process, or or in house orientaon. At project incepon, the schedule becomes more o an internal management tool that outlines project accountability. 2.3.2 CONSTRUCTION SCHEDULE 

The rst construcon schedule issue will be to ideny acvies that clearly outline the project logic. This logic is constrained by a number o actors:



SWCC’s direcon on start-up date



Sucient lay down areas to receive materials



Site camp availability and related amenies



Temporary power supply

 

Capacity or transport o personnel Availabilityy o consumables, such as Steels, Pipes, Accessories, Paint, Welding Rods, Steel Shots, Steel Availabilit Grits and Garnet.

The construcon schedule will expand with sub-schedules addressing specic acvies and contracts. The construcon schedule will typically control all acvies.

The Project will be constructed in an orderly, organized, cost-efecve manner. To achieve this, it is planned that early works will start when SWCC gives direcon to go ahead with the project, the necessary government approvals are in place, inial mobilizaon to establish a spearhead is completed, the management team is idened and unconing, inial detailed design is under way and POs are placed or crical items. 2.3.3 CONSTRUCTION PACKAGE 1. 2. Final Engineering

Desig Design, n, supp supply ly and constr construcon ucon o st steel eel storage storage ttanks anks o 17000 17000 M³ capacit capacityy each. Desig Design, n, supp supply ly and constr construcon ucon o iinlet, nlet, outle outlet, t, over overow ow and drain drain piping piping..  

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

7 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000 3.

Desig Design, n, su supply pply and inst installa allaon on o o tan tankk ins instrum trumenta entaon. on.

4. 5.

Desig Design, n, su supply pply and inst installa allaon on o o Alum Aluminiu inium m Dome Dome Roo. Roo. Desig Design, n, ssupply upply and inst installa allaon on o Mixing Mixing System. System.

2.3.4 SCHEDULE & MANPOWER An overall project schedule and Manpower orecast will be submied up on client request or with project documentaon. 3.-ENGINEERING AND DESIGN 3.1 ENGINEERING

Once AICC/SWCC has authorized the project to proceed, Encocorp will establish the engineering organizaon and assemble the necessary resources required to meet Project demands. In addion to detailed design drawings, detailed engineering will provide: 

Work scope denions.



Installaon Installao n specicaons.



Modularizaon Modulariza on detail where appropriate.



Shipping requirements or larger or more delicate items.



Heavy li instrucons.

These will be coordinated with the work packages, construcon schedule and logiscs schedule. The Construcon Manager will undertake constructability constructability reviews throughout the development o detailed designs. Addionally, engineers engineers and technical staf will be assigned to the construcon program or drawing interpretaon, interpreta on, and updang drawings to an "as built" status. 3.2 DESIGN

Allocaon o design management responsibilies between between SWCC, Engineer, AICC and Encocorp.



Role o the PMC (i applicable). Design/technicall approval requirements and authories. Design/technica



Timing and plans or SWCC design reviews.



HAZOP and related design reviews (i applicable).



Integraon o HSE management with design management.



Third party vericaon o outsourced services.



The design is based on SWCC requirements, industry guidelines and API standards. The design addresses all aspects to be considered during the detailed design, e.g. Health & Saety, structural, architectural, environmental etc. and specic requirements raised by SWCC. Drawing preparaon preparaon will be done ulizing a recent version o AutoCAD soware. Standard details and installaon details will also be developed in this ormat. 4.-PROCUREMENT PLAN

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

8 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

4.1 PROCUREMENT

Procurement o materials and services will adhere to the highest ethical standards and shall be perormed in a transparent manner. manner. Encocorp shall develop and implement procurement procurement policies that: 

Comply with Project technical requirements.



Comply with the HSE policy.



Comply with legal and regulatory equipment’s equipment’s..



Deliver goods and services to sasy project schedule requirements.

Encocorp shall prepare, or SWCC approval, procurement procedures and a procurement plan or the execuon o the Project, including procedures or purchasing, inspecon, progress monitoring, material control, expeding, batch crang and packaging, transhipping, transhipping, consolidang and transportaon. transportaon. Encocorp shall be responsible or the procurement o all construcon, commissioning spare parts and special tools required or use by SWCC during start up and test, inial operaon, up to Handover. Encocorp shall be responsible or arranging the complete handling, storage, protecon o all materials, all construcon plant and equipment, all temporary acilies and all other materials materials and construcon consumables, ulies power, uel used in the perormance o the work, including the shipping, orwarding, transporng, storage in transit, insuring, expeding, unloading receiving and storage on site. 4.2

PURCHASING

Purchasing strategy will be occurred by company policies and government requireme requirements. nts. Idencaon o what will be provided in-house and what will be purchased by others schedule reerence to Project. This secon includes: 

Purchasing specicaon



Supplier selecon



Construcon Supplier Selecon and Evaluaon

 

9.0

Purchasing Subcontracng Services Construcon Equipment Planning, Purchasing, and Leasing

Inspecon and Tesng o Purchased Goods & Services

5.-CONSTRUCTION PLAN 5.1 CONSTRUCTION MANAGEMENT

The Construcon Management group will be responsible or the management o all eld operaons and will plan, organize and manage construcon quality, saety, budget and schedule objecves. The Construcon Management key objecves are as ollows:  ollows: Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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Conduct Environmental, Health and Saety policy training and enorcement or all site and contractor staf. Site hazard management tools and programs will be employed to achieve the no harm/zero accident objecve.



Apply contracng and construcon inrastructure inrastructure strategies to support the Project execuon requirements.



Develop and implement a construcon-sensive and cost-efecve master Project schedule.



Establish a Project cost control system to ensure efecve cost reporng, monitoring and orecasng as well as schedule reporng and control. A cost trending program will be insgated whereby the contractor will be responsible or evaluang costs on an ongoing basis or comparison to budget and orecasng or the cost report on monthly basis.



Establish a eld contract administraon system to efecvely manage, control and coordinate the work perormed by the company.



Apply an efecve eld constructability program, as a connuaon o the constructability constructability reviews perormed in the design oce.





To develop a detailed eld logiscs and material control plan to maintain the necessary ow and control o material and equipment to support construcon operaons. Meet the schedule or handover o the constructed plan to the commissioning team.

5.2 TEMPORARY CONSTRUCTION FACILITIES

The Client (SWCC) shall arrange a plot near to the job site or temporary construcon acilies, such as camp, warehouse and other acilies. 5.2.1 WORKSHOP Contractor will construct and install a temporary workshop with a ull capacity to do the abricaon, shop painng, erecon and site painng acvies. The workshop includes machineries and not limited to: 

CNC Cung Machine.



Rolling Machine.



Auto and Manual Blasng Machine.



Airless Spray Painng Equipment.



Electric Band saw machine.



Electric Drilling and Portable Drilling Machine.



Lathe & Milling Machine.



Hydraulic Pressing Machine.



Punching Machine.



Pipe and Angle Rolling Machine.



Welding Machines.



Blasng and Painng equipment.

5.2.2 CONSTRUCTION POWER The construcon power system will be supplied rom a power block arranged with generator generators. s. The inial Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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Rev.

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construcon set up o site inrastructure will rely on portable generators unl the site distribuon or temporary construcon power is completed. 5.2.3 CONSTRUCTION FUEL STORAGE Fuel Requirements Fuel will be required or portable generators, portabl portable e light towers, portable heaters, mobile equipment used or construcon, mobile equipment used or construcon. Fuel Storage Inial lling will be rom either a small bulk uel carrier or a large tanker trailer. 5.2.4 CONSTRUCTION ACCOMMODATIONS ACCOMMODATIONS Encocorp will install a Camp with portable cabins/similar and it’s includes accommodaon, meals and transportaon transporta on or construcon personnel. Encocorp may also make arrangements with the operators o exisng lodging camps to ensure adequate housing and meal allowances or their workers prior to mobilizing to site. 5.2.5 WAREHOUSE & MATERIAL YARD Construcon warehousing warehousing will evolve with the Project. At the commencement o construcon, the lay-down area will be on leveled ground, and erected away rom any permanent building, power lines or pipelines. This will be accomplished right at the very beginning. From project incepon, all purchases will be logged into the materials control department, which will have sub-sorts outlining to which marshalling yard the item is to report, ming o the shipment, the end user, and the place o storage on-site. This will be the integra integrang ng control device or  or the enre expeding, inial receiving, and shipping, site receiving, storing and dispensing efort. Standard warehouse pracces will be added including: receiving reports, short or damaged shipment reports, material turnover reports, consumable issues/replacements issues/replacements records, and day-to-day warehouse issue reporng. The shipments will see dispatching o steel plates, pipes, structural secons, ngs, consumables, pre-loaded construcon equipment, temporary structures and communicaons. The warehouse personnel at the material yard will be responsible or all above dues and arranging all personnel, materials and equipment transportaon across the site.

5.2.6 LAY-DOWN AREAS Rapid development o the lay-down areas at the site is absolutely essenal to e-in with the arriving loads. The operaon o place will begins once SWCC handover the site and the ollowing items will lay-down:   

All steel material or the tanks. Aluminum Dome Roo materials. Lay-down or contractor consumables (paint, welding’s & abrasives).

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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Temporary uel storage (construcon o acility lay-down inially).



Material Container storage area.



Construcon oce modules.



Construcon generators.

5.2.7 GENERAL SERVICES A Site Services will be used or the general services to the site. These dues will include: 

Water supply and delivery.



Warehousing and supplies receiving and delivery.



Sanitary water vacuum service.



Waste disposal service.



Maintenance to camps and equipment aer construcon.

6.-RESOURCE MANGEMENT PLAN

In addion to resource planning needed our essenal resources necessary to accomplish the construcon scope o work: 10.0

Materials.

11.0

Manpower.

12.0

Equipment.

13.0

Time. In resource planning, the quanes o resources required to accomplish the work and schedule these resources over the me o the project must be inially idened. idened. 6.1 HUMAN RESOURCES

Human resource or construcon planning breaks down into three major categories as ollows: 

Home oce personnel.



Construcon personnel.



Construcon sub-contractors sub-contractors..

6.1.1 HOME OFFICE PERSONNEL 

Encocorp Management



AICC Management. Management.



Representaves o SWCC.

6.1.1 CONSTRUCTION PERSONNEL 

Site Manager.



Construcon Manager.



Construcon QA/QC.



Construcon labors.

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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6.2 CONSTRUCTION MATERIALS

It is vital to project success that the proper equipment and materials be available in me to support the eld o construcon. A computerized spreadsheet spreadsheet or database is ideal or handling the large quanty o inormaon required to control material on a medium to large sized project. 6.2.1 LONG DELIVERY MATERIALS To ensure that the material resources or the project are arrived on me and it involves these important planning areas: 14.0

Long delivery material.

15.0

Special Material.

16.0

Common material in short supply.

17.0

Service and system requirements. requirements.

18.0

Transportaon Transporta on system. 6.3 MANPOWER MOBILIZATION

Upon award o the Contract and authorizaon to proceed, mobilizaon acvies will commence. A Detailed Mobilizaon Plan or manpower will be presented in each specic Mobilizaon Schedule plan that will be submied to AICC/Client representave or approval prior to actual site mobilizaon. The manpower required to meet this program will be submied with this PEP. 6.4 EQUIPMENT MOBILIZATION

Upon award o the Contract and authorizaon to proceed, mobilizaon acvies will commence. The work consists o the mobilizaon and demobilizaon o the contractor's equipment necessary or perorming the work required under the contract. A Detailed Mobilizaon Plan or equipment will be presented in each specic Mobilizaon Schedule plan that will be submied to Client representave or approval prior to actual site mobilizaon. The Equipment required to meet this program will be submied with this PEP. 7.-HEALTH, SAFETY AND ENVIRONMENTAL MANAGEMENT

To ensure saety o the workorce, and environmental protecon, Health, Saety and Environmental Plans will be implemented on the project. Connuous monitoring and improvement o these plans is essenal along with a strong commitment rom SWCC, AICC and Encocorp management.

These plans include:   

Emergency response plan. Hazardous materials management plan. Waste management plan.

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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Construcon area and acvity environmental management plan.



Construcon health, saety and security program.



Water management plan.

7.1 ENVIRONMENTAL MANGEMENT PLAN

7.1.1 WASTE MANAGEMENT PLAN A Waste Management Plan will be prepared as part o the project's Environmental Management Management Plan. The Waste Management Plan will discuss the general waste management objecves and strategies, sources o waste and the acilies to be provided on-site to carry out the waste management process. The procedures or collecon, temporary storage, of-site shipping and on-site disposal o wastes will be discussed. 7.1.2 CONSTRUCTION AREA AND AND ACTIVITY ACTIVITY ENVIRONMENTAL ENVIRONMENTAL MANAGEMENT PLAN The major construcon areas or acvies discussed in the plan are as ollows: 

Fabricaon.



Shop Painng.



Field Erecon.



Site painng.



Hydrostac test.

7.1.3 WATER MANGEMENT PLAN A Water Management Plan will be implemented to ensure the quality o water or drinking and other uses. To ensure compliance to regulaons, the Water Management Plan will ollow the guidelines within the Environmental and Social Impact Assessment. 7.2 HEALTH AND SAFETY MANGEMENT PLAN

Sound accident prevenon techniques and a zero-tolerance approach approach result in a sae and more producve workplace shall be implemented. The Health and Saety Plan will realize these objecves by providing awareness and parcipaon o all on-site pares. The Health and Saety Plan establishes accident preveno prevenon n policies such as: 

Minimizing unsae condions.



Minimizing o unsae acts by providing proper supervision.



Correcng unsae acts or condions beore an injury occurs.

For more details about health, saety and control programs, reer the ENCOCORP Health and Saety Manual 5 th Edion.

8.-RISK MANAGEMENT PLAN

The Project Team has to demonstrate that all risks have been ully idened, understood, and that a plan has been dened or their management. Reerence should be made to the SWCC Risk Management Procedures, to the project specic procedures and Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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to the risk register and the risk management plan. A typical risk management process includes the ollowing key steps 

Risk idencaon



Risk assessment



Risk migaon



Risk monitoring

8.1 RISK ASSESMENT

The Project Manager is responsible or: Scheduling and perorming risk assessment and developing strategies to manage those risks or each phase o  the project as idened within the Project Plan. The risk assessment includes:  

Ideny the hazards hazards.. how.. Decide who might be harmed and how



Evaluate the risks and decide on precauons pre cauons..



your ur signicant signic ant ndings. ndings . Record yo



Review your assessment upd ate i necessary . ass essment and update

9.-QUALITY CONTROL

ENCOCORP will develop, implement and maintain a comprehensive Quality Control Program to assure that all engineering, construcon, materials, materials, equipment and workmanship provided under the Contract are in compliance with Contract provisions, applicable applicable laws, codes and standards and sound engineering and construcon pracces, unless specically instructed otherwise by the SWCC. The Quality Control may include: 

Quality Control Organizaon.



Document Control. Proposed Material and Equipment Submials.



Non-Conormance Control.



Inspecon and Tesng Service Control.



Material and Equipment Receipt and Storage Control.



Installaon, Inspecon and Tesng Control.



Fabricaon, Process, and Work Control.



Manuacturer’s Erecon Field Services.



Material Idencaon and Traceability.



Calibraon o Equipment.



Record Control.



Quality System Audits.



Quality Control Forms.



Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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Schedule o Inspecon and Tesng The Schedule o Inspecon and Tesng shall include: 

Specicaon Secon Number and Title.



Descripon o tests and inspecons.



Idencaon o applicable standards.



Idencaon o test and inspecon methods.



Number o tests and inspecons required.



Time schedule or me span or tests and inspecons.



Requirements or obtaining samples.



Unique characteriscs o each quality control service.

9.1 PROJECT QUALITY CONTROL PLAN

ENCOCORP will develop a Quality Control Plan and It shall include procedures, instrucons, and reports to be used to provide adequate coverage or all quality control acvies required by the Contract, and to ensure quality construcon and services in accordance with the plans and specicaons. The Quality Control Plan shall include: 9.1.1 CONTROL OF DOCUMENTS Procedure shall be established to control the issuance, recall and revision o documents, such as instrucons, procedures, and drawings, including changes to such documents. 9.1.2 CONTROL OF DRAWINGS A Drawing-control system shall be established and maintained to provide revised drawings and ensure connuous removal o obsolete drawings rom work areas. Drawings that have been approved, or approved as noted by SWCC shall be used or  or abricaon, installa installaon on and inspecon 9.1.3 CONTROL OF NON-CONFORMANCE REPORTS ENCOCORP will establish and maintain the procedures to ideny and correct non-conormances ound during construcon o the work, receipt or storage o materials and equipment, abricaon, erecon, painng, inspecon and tesng. Non-conorming items shall be controlled and documented by the use o a Non-conormance Report (NCR). The controls and related responsibilies and authories or dealing with non-conormance are dened.

9.1.4 MATERIAL AND EQUIPMENT RECEIPT AND STOR STORAGE AGE CONTROL 

Procedures will be established to control receipt, handling, storage, and preservaon o material and equipment in accordance with all applicable work specicaons, manuacturer recommendaons and SWCC Specicaons.

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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The Contractor shall establish and maintain a site receiving inspecon system or the receipt and storage o permanent material and equipment.

9.1.5 FABRICATION, ERECTION AND WORK WORK CONTROL CONTROL 

ENCOCORP will establish abricaon, abricaon, erecon and work procedures and controls to ensure compliance with the requirements o the Contract Specicaons and Drawings.



ENCOCORP will establish in-process inspecon procedures, to ensure compliance with quality requirements.



ENCOCORP will establish and qualiy procedures to ensure that special processes such as coang applicaon, welding, nondestrucve tesng/examinaon tesng/examinaon and etc., are accomplished under controlled condions in accordance with all applicable standards and specicaons.



ENCOCORP will maintain at the abricaon yard and Site Oce a copy o all documentaon in reerence to or reerenced in the drawings, specicaons and procedures or the inspecon o equipment and materials used in the abricaon and construcon o the acilies

9.1.6 INSTALLATION INSPECTION AND TESTING 

A procedure or inspecon, tesng and documentaon o in-process and completed works shall be prepared or each Secon o the technical specicaons.



The Contractor shall develop Inspecon and Test Plan showing in detail the methods and ming or examinaons, measurements measurements or tests to assure compliance with the Contract requirements.



Inspecon and Test Plans and related procedures shall include provisions or ensuring and recording that prerequisites or any given test have been met, that adequate and calibrated instrumentaon is available and used, and that the necessary n ecessary inspecon is perormed.



The procedures or inspecon, tesng and documentaon shall incorporat incorporate e the requirements o the technical specicaon, drawings and supplier data and shall include: a)

Instruco Instrucons ns or inspecon inspecons, s, dening dening what is to be inspecte inspected, d, how and when when inspecons inspecons are are to be made and inspecon acceptance criteria.

b)

"Hold "Hold Points Points"" establish established ed by SWCC. SWCC. “Hold Points” Points” could could be either either ENCOCORP ENCOCORP "Hold "Hold Points," Points," requiring the Quality Control Manager's signature or SWCC "Hold Points" requiring signature by SWCC.

c)

The ormat ormat o th the e "Hold Point" Point" do docume cument nt shall shall include include at wh what at stage stage o the work work a "Hold "Hold Point" is required, a descripon o the work to be inspected, appropriate appropriate reerence documents and shall be approved by SWCC.

d)

ENCOCORP ENCOCORP sh shall all gi give ve SWCC ssuci ucient ent wrien wrien noce noce prior prior to the occ occurre urrence nce o a SWCC ""Hold Hold Point." Associated acvies shall not proceed beyond any "Hold Point" unl SWCC has inspected that parcular acvity or has granted a wrien waiver o the "Hold Point."

e)

Documenta Documentaon on o inspeco inspecons ns shall shall be made on tthe he "Daily "Daily Qua Quality lity Contr Control ol Report. Report.

9.1.7 RECORD CONTROL 

Records shall be established and maintained to provide evidence o conormity to requirements and o the efecve operaon o the quality control system. Records shall remain legible, readily idenable and retrievable.

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

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The procedure to control all Quality Control documentaon required by the Contract, technical Specicaons, Design Drawings or this Quality Control Specicaon shall adhere to the ollowing requirements: a)

All Quali Quality ty Con Control trol record recordss shal shalll be kep keptt in a centra centralize lized d area area..

b)

The ling ling o records records sshall hall be be kept curre current nt and open open to review review by by SWCC SWCC..

c)

All Qualit Qualityy Contro Controll records records shall shall be easil easilyy iden idened ed and tra traceabl ceable e to specic specic requir requirement ementss in the specicaons and drawings.

9.2 QUALITY SYSTEM AUDITS

The Contractor Quality Control Program implementaon implementaon shall be subject to audit by SWCC to review and assess whether the Quality Control Program is efecve and is conorming to the requirements o the Quality Control Plan. The audits shall involve periodic review (25%, 50%, 75% and Final) o the installaon and associated documents, and o the overall quality system. 10.-PROJECT STATUS REPORTING

Project status reporng will be accomplished by: 

Minutes o meeng.



Construcon progress report (Weekly & Monthly).



S-Curve and project tracking.

10.1 MINUTES OF MEETING

The minutes o meeng will conduct every week internally with contractor construcon teams to improve the progress o the project with AICC/Client Quality Quality.. In addion to there will be a project minute o meeng with client and consultant prior to construcon, during construcon and or  or specic subjects. The ormat o minutes meeng will be submied prior to construcon. 10.2 WEEKLY PROGRESS REPORT

This secon is a valuable communicaon between AICC and SWCC. The progress report ormat will ll it out each Thursday and transmit one copy to AICC and SWCC. Include only a grie general summary o the week’s acvies in this report and I-include the ollowing: 

Construcon summary o the progress made in each key area o the project.

19.0

Job meengs held and/or special visitors on site.

20.0

Problems encountered and/or pending change orders.

21.0

Schedule - the planned start o key work.

22.0

Major work inspected, approved, tested, etc. 23.0

Inormaon o special subject.

10.3 MONTHLY PROGRESS REPORT

This report’s best value is to quickly ideny the status and progress. It should be completed monthly to coincide with the progress payment. A plot o the Contractor’s Schedule along with a straight percent complete vs. me line, and other heading inormaon is normally lled in at the beginning o the project. Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

     n      o        i      s        i      v      e        R      x      e        d      n        I

KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

18 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

A plot o the actual progress vs. me is then added, along with numerical percentag percentages, es, and a brie overview o the controlling work, progress, efect o weather, materials, delays, etc. as applicable. The ormat o Weekly and Monthly progress report will be submied prior to construcon. 10.4 S-CURVE AND PROJECT TRACKING

The methodological procedure or orecasng construcon distribuon over me is given or the project realizaon phase using construcon s-curves or the project and their results are correlated and presented in orm o mathemacal regression expressions and appropriate diagrams. Flow orecasng during all phases o construcon projects, especially in the earliest phase in which detailed inormaon about the project is scarce. The Diagram and Project Tracking system will be submied prior to construcon. 11.-PRECONSTRUCTION INSPECTION

This secon includes the general site (Tai Tank Locaon) visit, pre-mobilizaon arrangements, arrangements, Health and Saety, Quality and construcon. The preconstrucon Inormaon includes: 

dates es.. Key dat



Contact details or the project team. team.



Planning and managing the construcon work.



Site transportaon.



Permit-to-work systems (i required).



Emergency procedures.



Smoking and parking restricons.



Saety hazards.



Boundaries and access.

11.1 VISUAL INSPECTION

Encocorp will conduct a general visual inspecon on the project site with AICC & SWCC. Accordingly Encocorp will submit an acceptance request leer with or without non-conormity inormaon. inormaon. 11.2 CHEKOUT AND ACCEPTANCE

Upon the inspecon the consultant and client will provide an acceptance cercate or leer start the construcon acvies. 11.3 START-UP

Upon acceptance Encocorp will plan to mobilize all the resources needed or the construcon acvies.

12.-CONSTRCTION METHODOLOGY

This construcon methodology covers the work related to Fabricaon, Erecon, Painng and commissioning o Steel Storage Tank components such as Shell plates, Annular & Boom plates, Aluminum Dome Roo, Shell Nozzles, Roo Nozzles, Tank Accessories and mixing system o Potable Water Steel Storage Tanks (Capacity

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

     n      o        i      s        i      v      e        R      x      e        d      n        I

KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

19 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

170,000 M³ each) in TAIF with AICC/SWCC under contract in the kingdom o Saudi Arabia. This construcon methodology will explain in details and its includes the ollowing: 1.

2.

Method Method Statement Statement or or Fabricao Fabricaon n and Erecon Erecon Work or the Potabl Potable e Water St Steel eel Storage Storage Tanks. Tanks. 

Tank Welding Procedure Specicaon (WPS) and Procedure Qualicaon Record.



Inspecon and test plan (ITP) or the Water Steel Storage Tank works.



Material Receive and Storage Procedure P rocedure



Welding Consumables Storage Procedure.



Non Conormance Procedure.



Visual Examinaon o Weld Procedure.



Liquid Dye Penetrant Procedure.



Magnec Parcle Examinaon Procedure.



RT Examinaon Procedure.



PWHT Procedure.



Repad Air Leak Test Procedure.



Leakage Test Procedure.



Oil Penetrant Test Procedure.



Method Statement or Liing.



Calibraon Procedure or the Welding Machines and Electrode Ovens.



Method Statement or Scafolding.



Fabricaon and Erecon Inspecon report orms

Meth Method od St Stat atem emen entt or or the Surace Preparaon & Painng o Water Steel Storage Tank Works. 

Inspecon and test plan (ITP) or Blasng and Painng Works.



Job Saety Analysis (JSA) or Blasng and Painng.

3.

Met Method hod Sta Statem tement ent or or tthe he Al Alumi uminum num Dome Dome Roo Roo..

4.

Met Method hod Sta Statem tement ent or or tthe he M Mixi ixing ng Sy Syste stem. m.

13.-COMMISSIONING AND HANDOVER

This Secon includes requirements or pre-commissioning, commissioning and handover o Potable Water Tanks with capacity o 170,000 M³ each to veriy compliance with design. 13. 1 COMM COMMIS ISSI SIONI ONING NG

Encocorp will be responsible or the quality o work and will develop and propose programs and methods o construcon and tesng and commissioning to achieve the specied quality to the approval o SWCC in accordance with Quality Control Program and relevant codes/standards. codes/standards. 13.1.1 TEST EQUIPMENT 

All test equipment and instrument shall be o sucient quality and accuracy to test and measure system



perormance within the tolerances required to determine adequate perormance. All test equipment and instrument shall be calibrated on the manuacturer’s recommended intervals intervals with

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

     n      o        i      s        i      v      e        R      x      e        d      n        I

KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

Project Execuon Plan for the Potable Water Steel Storage Tanks

First Issue

20 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

calibraon tags/cercate tags/cercate accompanying the instrument being used. 

Calibraon Cercates shall be provided or all test equipment by a laboratory or test acility that perorms test instrument calibraon.



All test equipment and instrument shall be maintained in operang condion throughout the duraon o use on this Project.



All standard tesng equipment and instrument required to perorm start-up and inial checkout and required unconal perormance tesng shall be provided by the Contractor or the equipment being tested.

14.1.2 TEST TYPE AND MEDIUM The test type will be Hydrostac Test and the medium will be water. The water will be supplied by AICC in line with the contract. 

The hydrostac test test shall be per perormed ormed in accordance with API 6 5 0 Secon-7 Paragraph Paragraph 7.3.6



The Test water shall be clean/resh water.



Beore any external piping connected to the tank, the tank shall be lled with water and inspected requently during the lling operaon.



The tanks shall be le lled with water or a period over 48hours enough or checking, inspecon and selement o the oundaon.



The oundaon leveling shall be taken when the tank is empty.

The hydrotest has two (2) main purposes; 

A ull scale test o the steel structure.



A ull scale test o the scope o ancipated selements.

13. 13 .2 HAND HA NDOV OVER ER

Prior to handover ENCOCORP will require a dedicated Pre Project Handover Site Meeng to discuss the project handover documentaon process and to agree on requirements requirements and outcomes. The meeng should be held no less than 2 months prior to the proposed project compleon date. The handover packages will includes: 1.

Cercaon. 

ENCOCORP Cercaon.



Potable water storage tank calibraon cercate by third-party third-party..

2.

Pro Projec jectt Proced Procedure uress and Data Data’s. ’s.

3.

Fa Fabr bric ica aon on data data volu volume me..

4.

Erec Ereco on n dat data a vol volum ume. e.

5.

Bla Blasn sng ga and nd Pai Painn nng gd dat ata a vvolu olume me..

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

 

     n      o        i      s        i      v      e        R      x      e        d      n        I

KINGDOM OF SAUDI ARABIA Saline Water Conversion Corporaon STRATEGIC RESERVOIRS PROJECT IN MAKKAH PHASE II AND TAIF PHASE I

Page:

Subject:

Spec. No.

First Issue

Project Execuon Plan for the Potable Water Steel Storage Tanks

21 o 21

KHATIB & ALAMI

Rev.

Document Number

Date

76 - QD60 - F - 000

Final Engineering

 

Subcontractor

Contractor

Al-Ayuni

Investment and Contacng Co

ENCOCORP  

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