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OFFSHORE CONSTRUCTION SPECIALISTS PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION DOCUMENT PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION DOCUMENT Offshore Construction Specialists (OCS) 36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209 Web: http://www.offshore-ocs.com/index.html Contact Information Contact Company Position Email Address Keith Jackson Managing and Technical Director [email protected] Seto Jian Operations Manager [email protected] William Wijaya Project Manager [email protected] Loke Kah Poh Project Manager [email protected] Rakul Remanan Engineering Manager [email protected] Alastair Wong Construction & Equipment Manager Fery Wijaya [email protected] Construction Manager Henry Chuy [email protected] Subcontracts & Procurement Manager [email protected]

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Page 1: PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION …...Offshore Construction Specialists (OCS) 36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209

OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION DOCUMENT

PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION DOCUMENT

Offshore Construction Specialists (OCS)

36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209

Web: http://www.offshore-ocs.com/index.html

Contact Information Contact Company Position Email Address

Keith Jackson Managing and Technical Director [email protected]

Seto Jian Operations Manager [email protected]

William Wijaya Project Manager [email protected]

Loke Kah Poh Project Manager [email protected]

Rakul Remanan Engineering Manager [email protected]

Alastair Wong Construction & Equipment Manager Fery Wijaya

[email protected] Construction Manager

Henry Chuy [email protected]

Subcontracts & Procurement Manager [email protected]

Page 2: PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION …...Offshore Construction Specialists (OCS) 36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209

OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 2 of 47

TABLE OF CONTENTS

1. INTRODUCTION .................................................................................................................................... 4

2. OCS ORGANISATION CHART ............................................................................................................. 6

3. TYPICAL PRECOMMISSIONING ORGANISATION CHART................................................................ 8

4. PIPELINE PRECOMMISSIONING ACTIVITIES .................................................................................... 9

5. SAFETY AND SAFE WORKING PRACTICES ...................................................................................... 9

6. ENGINEERING AND PROCEDURES ................................................................................................. 10

7. PROCUREMENT & SUBCONTRACTING ........................................................................................... 10

8. FABRICATION ..................................................................................................................................... 10

9. PIPELINE FLOODING, CLEANING AND GAUGING. ......................................................................... 11

10. PIPELINE INTELLIGENT AND CALLIPER PIGGING ......................................................................... 11

11. PIPELINE HYDROTESTING ............................................................................................................... 12

12. PIPELINE BULK DEWATERING ......................................................................................................... 13

13. PIPELINE AIR DRYING ....................................................................................................................... 14

14. PIPELINE VACUUM DRYING ............................................................................................................. 14

15. NITROGEN PACKING ......................................................................................................................... 16

16. EXISTING AND PAST CLIENTS ......................................................................................................... 17

17. COMPLETED PROJECTS ................................................................................................................... 18

18. EQUIPMENT DATA SHEETS .............................................................................................................. 26

18.1 EQUIPMENT DATA SHEETS .............................................................................................................. 26

18.2 EQUIPMENT DATA SHEETS .............................................................................................................. 29

18.3 DIESEL DRIVEN FLOODING / JETTING PUMPS SERIES 2 (HIGH PERFORMANCE) ................... 32

18.4 DIESEL DRIVEN HIGH PRESSURE PUMP SERIES PUMP SERIES 2 (HIGH PERFORMANCE) ... 35

18.5 HIGH PRESSURE DIESEL DRIVEN SERIED 1 ................................................................................. 37

18.6 HIGH PRESSURE AIR DRIVEN PUMP .............................................................................................. 37

18.7 DEAD WEIGHT TESTER ..................................................................................................................... 39

18.8 PRESSURE / TEMPERATURE TRUE CORDER ................................................................................ 40

18.9 8 X 10 FT BREAK TANK (18 CUM. M CAPACITY) - 01 NOS ............................................................. 40

18.10 VACUUM PUMP .................................................................................................................................. 41

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PIPELINE PRE-COMMISSIONING

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PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 3 of 47

18.11 PRESSURE TRANSDUCER & READOUT) ........................................................................................ 41

18.12 HEATED REGENERATIVE DESICCANT AIR DRYER & AIR COOLED AFTER COOLER ............... 42

18.13 LIQUID N² CONVERTER ..................................................................................................................... 43

19. ISO CERTIFICATION........................................................................................................................... 44

20. NATA CERTIFICATION ....................................................................................................................... 46

21. APPENDICES: CHECKLISTS FOR PRE-COMMISSIONING PROJECTS ......................................... 47

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 4 of 47

1. INTRODUCTION

Offshore Construction Specialists (OCS) was formed in 2007 from a core group of marine construction engineers to provide construction management, engineering and strategic support equipment services primarily to the offshore oil and gas sector.

Our key personnel come from previous careers at the multinational marine construction company McDermott working in the marine operations department on projects covering every sphere of the industry. Our managing and technical director Mr Keith Jackson worked for 17 years in the group the last 5 years as the marine division manager.

As a matter of policy under Mr Jackson J.Ray McDermott would execute work peripheral to that being undertaken by the major work vessel (normally executed using third party subcontractors) using in-house resources. Pipeline pre-commissioning, pre and post trenching, flexible flowline / umbilical lay are examples of work that was routinely carried out in-house and not subcontracted. One of the main reasons for doing this was that it prevented the activities of the subcontractor impinging on the work of the high cost marine spread. The work was always planned with maximum operational synergy in mind

In JRM large pipeline pre-commissioning projects such as the 650 km West Natuna gas gathering pipeline network and many other major projects were planned and executed in-house.

OCS has taken the model developed in JRM and applied it to our own activities. Our equipment is managed and operated by people who come from the same background as the main marine contractor. We help the marine contractor plan the work such that the pre-commissioning has the least possible impact on operations. We are proactive in highlighting potential issues and ensuring both parties win. Our engineering capabilities are very sophisticated and significantly more advanced than our competitors.

OCS has now completed a range of pre-commissioning projects for many different customers with great success. OCS has been certified by Nata for pipeline hydrotesting since 2013. The OCS organisation as a whole has also been qualified to IS0 9001 since 2009.

In 2014 the company purchased premises at 36 Kian Teck Road in the Pioneer district of Singapore and we have established it as a base for our engineering and subcontract activities. The office and workshop serve as a base from which to plan and execute projects. The workshop has a dedicated instrument room where all calibrated instruments are maintained and the workshop facilities ensure that OCS mechanical equipment can be well serviced and maintained to high standards. The engineering and construction management group works hand in hand with the pre-commissioning teams.

Our in-house equipment spread has grown significantly and is described in detail in this document. OCS is equipped to handle the full range of pre-commissioning activities including flooding, cleaning, gauging, hydrotesting, dewatering, drying and nitrogen packing. We work with established and reputable intelligent pig suppliers to complement our service. We have established long term relationships with key Singapore and overseas vendors.

We employ dedicated career inhouse technicians to operate and maintain our equipment and an equipment engineer to ensure our equipment is managed and maintained correctly. This enables OCS to prepare and mobilise efficiently for projects.

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PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 5 of 47

OCS is equipped to handle large projects or discrete project elements depending on the specific needs of the customer.

The company has grown steadily since incorporation and now employs 60 personnel of whom 30 are civil / structural and mechanical engineers working with our pre-commissioning technicians.

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

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2. OCS ORGANISATION CHART KEY PERSONNEL CONTACTS Keith Jackson Managing and Technical Director [email protected] Seto Jian Operations Manager [email protected] William Wijaya Project Manager [email protected] Loke Kah Poh Project Manager [email protected] Rakul Remanan Engineering Manager [email protected] Alastair Wong Construction& Equipment Manager [email protected] Fery Wijaya Construction Manager [email protected] Henry Chuy Subcontracts & Procurement Manager [email protected]

Page 7: PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION …...Offshore Construction Specialists (OCS) 36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 7 of 47

Updated as 06 Apr 2017

WILLIAM WIJAYAPROJECT MANAGER

OCS MIDDLE EAST &

NORTH AFRICA

DLB-01 MANAGEMENT OPERATIONS / HSE

PROJECT &

CONSTRUCTION MANAGEMENT

PROCUREMENT &

SUBCONTRACTSENGINEERING OCS UK

OCS DESIGN PVT LTD INDIA

OCS USAACCOUNTS

& ADMINSTRATION

NATHAN WILLIAMSCOUNTRY MANAGER

SETO JIAN OPERATIONS & HSE

MANAGER

KP LOKEPROJECT MANAGER

HENRY CHUY SUBCONTRACT & PROCUREMENT

MANAGER

RAKUL REMANANENGINEERING

MANAGER

WILLIAM HUNTCOUNTRY MANAGER

NG BEE KIMACCOUNTS

HR & ADMIN LEAD

LELAND TAYLOR COUNTRY MANAGER

VIVIANAKEVIN KOH

BUYER

ALASTAIR WONGCONSTRUCTION &

EQUIPMENT MANAGER

FERY WIJAYACONSTRUCTION

MANAGER

CHARLES TANSENIOR

BUYER/EXPEDITOR

FERLINDA LOW Buyer ADMINISTRATION ACCOUNTS

MELVIN TANIT ENGINEER

TRACY TEEPROJECT SECRETARY

& DOCUMENT

CONTROLLER

SAMI CHEE HR ADMINISTRATOR

MONICA ZHANG ACCOUNTANT

GILBERT GREJALDOACCOUNT EXECUTIVE

LEOW FEE PENG ACCOUNT ASSISTANT

ENGINEERING DRAFTING

HERYANTHOLEAD NAVAL ARCHITECT

PRAVIN THORATLEAD STRUCTURAL

ENGINEER

OCS DESIGN PVT LTD, INDIA

UDAY SARATHYLEAD PIPELINE

ENGINEER

CHAYUTRA LEAD DRAFTING

ARYO PRAKOSOLAWRENCE S.C

SENIOR DRAFTSMANS

VINOTH KUMARKHAING ZAR AUNG

DRAFTSMANS

TAUFAN SAINUL

NAVAL ARCHITECTS

SUDHAKAR RADITYA ANDY

SENIOR STRUCTURAL ENGINEERS

MOHAN CHANDSENIOR PIPELINE

ENGINEER

TUKARAM SENIOR DRAFTSMAN

SAVOYRAHUL

NAVAL ARCHITECT

KUNAL KHADKESENIOR STRUCTURAL

ENIGINEER

STRATEGIC EQUIPMENT TEAM

FIELD CONSTRUCTION

SUPEVISION TEAMOPERATIONS

SAYED DEDI MPRE-COM ENGINEER

MYO MYINT THUEQUIPMENT ENGINEER

CHINNA SENIOR MACHINIST

ZAKARIABUDIMAN

KRISBEL MOHD SLAMET

TECHNICIANS / MECHANICS

WILLSON HALLJAMES C

FIELD SUPERINTENDENT

JAMIE JLEON COAD

DAVID WOODFIELD FOREMENS

SETTHA Y IVAN CHAIADI CAHYAOPERATIONS ENGINEERS

AARON LIAN ZHONG ZHIYUAN

SENIOR FIELDENGINEERS

CHIA WIN LOONGDAVID SHAWMOHD HAZIQWANG ZHENG

FIELDENGINEERS

Singapore Head Office

Middle East & North Africa Office

India Office

UK Office

USA Office

KEITH JACKSONMANAGING DIRECTOR

OCS AUSTRALIA

Australia Office

LEGEND

OCS ORGANISATION CHART

KEITH JACKSONMANAGING & TECHNICAL DIRECTOR

LENI TALAVERAADMIN ASSISTANT

& RECEPTIONIST

RONIGROUTING

SUPERVISOR

PRIYAZIA AI AKBARSTRUCTURAL ENGINEERS

SADHASIVAMPANKAJ

STRUCTURAL ENIGINEERS

KARUN DASPIPELINE ENGINEER

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

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PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 8 of 47

3. TYPICAL PRECOMMISSIONING ORGANISATION CHART

OCS Pre-Commissioning Team Offshore

CLIENT

KP LOKE

WILLIAM WIJAYA

PROJECT MANAGERS

HENRY CHUI

SUBCONTRACTS & PROCUREMENT MANAGER

ALASTAIR WONGCONSTRUCTION MANAGER /

PRE-COMM MANAGER

FERY WIJAYACONSTRUCTION MANAGER

RAKUL REMANAN

ENGINEERING MANAGER

PRAVIN THORAT

SENIOR STRURAL ENGINEER

HERYANTHO YOHANIS LEMBANG

SUDHAKAR SUBRAMANIAM

RADITYA ANDY KURNIAWAN

UDAY SARATHY

MOHAN CHAND

TAUFAN

PRIYA PANJIROSA

ZIA AL AKBAR

SAINUL ABID

SAVOY

AMITH PRASAD

KARTHIKEYAN

NIRANJAN A KARAMADI

SADHASIVAM K J

VIJAY SUDHAKAR

CONSTRUCTION SUPPORT ENGINEERS

CHANIN SRIYAPORN

ARYO PAKOSO

RAMIL ZAPANTA

VINOTH KUMAR

DRAFTING

SETTHA YOOSOMSOOK

IVAN CHAI

ADI CAHYA

OPERATIONS NGINEERS

AARON LIAN

SENIOR FIELD ENGINEERS

TRACY EE

DAVID SHAW

CHEAH WIN LOONG

CHATCHAI WONGWATCHARAT

DANIEL CAO

WANG ZHENG

HU PEIBAO

FIELD ENGINEERS

JOYCE LIMSUBCONTRACT / PROCUREMENT

CHARLES TANBUYER / EXPEDITOR

Note: Project Managers, Project Engineers & Pre-Commissioning will be selected from the personnel pool shown for each category.

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PIPELINE PRE-COMMISSIONING

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4. PIPELINE PRECOMMISSIONING ACTIVITIES OCS experience embraces the full range of pipeline pre-commissioning activities from the initial flooding, cleaning, gauging and hydrotesting to dewatering, drying and nitrogen purging and packing. Specific activities undertaken by OCS:

No. Description

1 Flooding, Cleaning and Gauging

2 Calliper and Intelligent Pigging

3 Hydrotesting

4 Dewatering/ Swabbing

5 Air Drying

6 Vacuum Drying

7 Nitrogen Purging

8 Nitrogen Packing OCS provides a cradle to grave pipeline pre-commissioning services including complete engineering, procurement, fabrication and execution services. Our in-house inventory is extensive and our personnel are well trained.

5. SAFETY AND S AFE WORKING PRACTICES OCS is acutely aware of the dangers involved in the marine construction industry in general and in pipeline pre-commissioning particularly where high pressure water and air and heavy equipment, chemicals etc combine to create a range of potential hazards if not managed properly. All OCS activities on specific projects are the subject of hazids and risk assessments to ensure levels of risk are reduced to as low as reasonably practical (ALARP). These risk assessments are ideally attended by the main contractor and the ultimate client. Other specific safety and operational measures that are taken: i) All OCS personnel have appropriate Bosiet offshore sea survival training ii) OCS technicians are Nata qualified and well trained for their specific duties iii) All OCS equipment is provided with a specific safety passport. iv) Offshore hazardous areas are barricaded as required and unauthorized personnel are

excluded. v) All installation aids are properly engineered and subject to structural checks by the OCS

CSE group. vi) Appropriate Hazchem sheets are posted in areas where chemicals are in use.

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6. ENGINEERING AND PROCEDURES OCS prepares project specific engineering and procedures for each job undertaken. What sets OCS apart from other pre-commissioning contractors is our engineering skills base which means that all structural, mechanical, hydrodynamic and aerodynamic considerations are addressed in-house. OCS procedures will address: i) Project specific procurement requirements. ii) Equipment specification requirements and preparations. iii) Designs of Pig launchers and receivers for Flooding, Cleaning and Gauging. iv) Designs of Hydrotest heads. v) Designs of Pig Launchers and Receivers for Dewatering and Drying. vi) Pig Requirements and Designations. vii) Intelligent and Calliper Pigging requirements. viii) Chemical injection requirements. ix) Hydrotesting pressurization, strength and leak tests. x) Bulk Dewatering. xi) Drying Procedures using Air or Vacuum drying techniques. xii) Nitrogen Packing. xiii) Engineering calculations for Equipment lifting frames and skids to the requirements of the

nominated third party certification agency. Engineering performed is strictly in line with the Client contract specifications and all documents are submitted for approval by the main Contractor (where applicable) and the ultimate Client / Operator / Owner as appropriate.

7. PROCUREMENT & SUBCONTRACTING OCS inhouse procurement group has established vendors in Singapore and internationally. Procurement requirements will vary but the following general categories apply. i) Purchase of Chemical and Dye for pipeline flooding activities. ii) Specific Pigs for the Contract application. iii) Fabrication of Pre-commissioning heads for Pigging, Hydrotesting, Dewatering, Drying and

Packing. Heads are designed for above water or subsea applications as required. In certain instance OCS will fabricate the heads inhouse.

iv) Rental of specific equipment that may be required in addition to inhouse equipment. v) Purchase of Liquid or Compressed Nitrogen and ISO tanks / Quads in which to transport it. vi) Hoses and fittings vii) Third party instrument calibration. viii) Commercial transport

8. FABRICATION Fabrication that will be carried out for specific pre-commissioning projects may include :

- Specific equipment lifting and handling frames. - Flooding, hydrotesting, dewatering, drying and nitrogen purging and packing heads. - Specific manifolds as required.

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9. PIPELINE FLOODING, CLEANING AND GAUGING. The following summarises the major issues that are addressed during planning and execution. i) Client’s specification to be addressed and pumps and related equipment to be selected

with the right volume and pressure rating to meet the requirements specified for pig speed. ii) Cleaning and Gauging Pigs to be selected to suit the required application. Gauging plates

to be sized in accordance with specification requirements. The front and last pigs will usually be fitted with pingers or tracking devices to enable the location of the pig train to be monitored.

iii) Chemicals to be assigned in accordance with the protection requirements of the specification and environmental considerations specific to the host country in which the work is being carried out. Where disposal of treated water is onshore special treatment procedures to be put in place.

iv) Procedures to account for the nature of the flooding operation :

- Onshore to Onshore - Platform to Platform. - Platform to Onshore (or reverse) - Platform to Subsea. (or reverse) - Subsea to Subsea.

v) Pig launchers and receivers to be designed and fabricated as required compatible with the pig train to be launched and received. Where pig launching and / or receipt is subsea measures to be put in place to protect divers. On platforms and onshore personnel safety to be give the highest priority accounting for proximity to the handling of high volumes of pressurized water.

vi) Calibrated Instrumentation provided to measure and record pressure and flow during flooding operations.

vii) Where pipeline installation operations involve subsea tie in connections the pipeline will need to be flooded to allow diver access to flange connections. In such cases pigging operations may have to be conducted before and after the connections are made up.

viii) Where the pipelines are constructed from Corrosion Resistant Alloy (CRA) material special precautions will be required to avoid exposure of the pipeline to raw seawater. This may involve the use of Gel plugs and other protection measure as discussed and agreed with the client.

10. PIPELINE INTELLIGENT AND CALLIPER PIGGING For certain pipelines intelligent pigging may be specified for the pipeline. This can take the form of: i) Caliper pigging which measures the internal bore of the pipeline and detects deformities

along the length of the pipelines providing information on the exact linear location and orientation of the deformity.

ii) MFL pigging which measure the wall thickness of the pipeline with corresponding linear and orientation data.

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This pigging is sometimes specified for new pipelines to establish a baseline from against which subsequent measurements can be compared. For existing pipelines it is used to assess damage that may have been sustained and /or the extent of corrosion in the pipe wall. The intelligent pigs are fitted with batteries which have a finite life and this must be considered when loading the pigs to ensure the length of the operation from loading to receipt will not exceed the battery life. This can be a critical consideration when subsea pigging is contemplated. Intelligent pigs are normally run from platform to platform or platform to shore (or reverse). Intelligent pigs contain very sensitive instrumentation that is easily damaged so it is important that all debris is removed from the pipeline. To this end cleaning and gauging pigs are normally run through the pipeline to ensure the line is clear before the intelligent pig is run. Constant pig run speed is also critical to the collection of reliable data from intelligent pigging operations. Surging of the pig should be avoided. To this end constant back pressure needs to be maintained. For pig propulsion a non compressible medium such as seawater is strongly preferred as it is far easier to maintain constant back pressure and speed. Propulsion by Air or Nitrogen should be avoided. Inclusion of the intelligent pig with the pipeline dewatering train should be avoided if possible as surging of the pigs is hard to control. These issues need to be discussed in the project planning phase. OCS does not own intelligent pigs but has agreements with reputable subcontract companies who provide the specific intelligent pigs and qualified technicians to support the overall pipeline pre-commissioning operation.

11. PIPELINE HYDROTESTING Pipeline hydrotesting is normally carried out after the completion of flooding, cleaning and gauging activities. Hydrotesting confirms the strength and leak integrity of the pipeline. The purpose of the pipeline hydrotest is to ensure that the pipeline, as well as all flanged connections and appurtenances meet or exceed the design specifications. This is done by introducing a pressure typically 125% of the design operating pressure of the pipeline. The pressure is introduced by pumping additional water into the pipeline system, and maintaining the pressure for a minimum of 24 hours, without additional pumping or unaccountable losses. When the pigging run has been accepted by the Client, the pig launcher and receiver assemblies are removed and blind flanges installed. A pumping spread, comprising a high- pressure pump, chemical injection pump and a flowmeter will be set-up adjacent to the end of the pipeline. Additional instrumentation for monitoring the test will also be set-up in a sheltered location nearby. This will normally comprise a dead weight tester, pressure recorders and gauges, subsea temperature monitors, temperature recorders, etc. The pressure in the pipeline is raised gradually when all the entrapped air in the pipeline is purged. Frequent volume and pressure monitoring is done for the first 30% of the pressure increase to observe for signs of air entrapment. If this is not exceeded, then pumping will continue, otherwise the pressure will be bled off and further purging done to remove the entrapped air.

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Stabilization hold points are normally observed at 75% of test pressure, and thence at 100%. The test period will begin when the pressure in the pipeline stabilizes over a reasonable length of time. When the test is deemed to begin, new charts will be placed in all the recording instruments. Any pressure loss will need to be correlated to temperature fluctuations. When the Client is satisfied that the test is acceptable, after holding for a period of 24 hours or more, then the pressure can be bled off gradually. Care must be taken when preparing the hydrotest to ensure that all the pipeline components are rated to or above the test pressure. This may be a problem when hydrotest limits extend to process pipe work on topside decks or refinery equipment onshore. Some of the key points to consider when running the hydrotesting operation are:

• Allow for thermal stabilization before commencement of hydrotest. • Confirm any valves in the system are not closed. • Ensure the Pipeline is topped-up with treated

• Air venting provision is provided in temporary manifold system at one or both ends of a pipeline.

seawater from the pressurization end to vent off residual air within the pipeline.

• Only once system is topped-up and air venting has been completed, pressurization will commenced.

• All the instruments such as Dead Weight Tester, pressure recorder, temperature recorder and pressure gauges are connected to manifold which is installed on test blind.

• The the rate of pressurization at various stages of hydrotest, and stabilization hold points, shall be followed as per client specifications and approved procedures.

12. PIPELINE BULK DEWATERING

Bulk dewatering involves the running of pigs equipped with sealing discs with compressed air to remove the majority of the water in the pipeline. Further runs with polyurethane foam pigs will then continue to swab and remove free water from the pipeline. This process also further cleans the internal walls of the pipeline. Strict criteria may exist governing the internal cleanliness of the pipeline that may require the running of many such swabbing pigs. Dewatering shall not commence until the acceptance criteria for the hydrotest have been met and approved by the client. Typically a pipeline will be gauged and dewatered with a pig train consisting of 3 bi-directional dewatering pigs.The pigs will be launched and propelled at an approximate speed of between 0.5m/s to 1.5m/s by dry air until the pigs are received at the receiver. Ideally a pig indicator is installed on the receivers, to give confirmation that pigs have arrived. If they are not, the indication of pigs arrival will be an increase in back pressure as the pigs reach the receiver, and decrease in back pressure when all the pig has arrived. A second check is the confirmation of volume of air injected into the pipeline.

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In the event that it is unsure if the pig is has arrived in the receiver, an additional 10% of fill volume shall be injected. Once the pig train is received the pipeline will be depressurised to ambient, and the pig train will be recovered one by one from the receiver. On acceptance of the pigs condition, all the logs, chart and gauging plates shall to be signed by the parties. The final stage of dewatering of the pipeline typically utilises a pig train consisting of 2-3 Long Run Heavy Duty (LRHD) final dewatering and swabbing pigs. As an example, a final dewatering pig train configuration may consist of the following:

• 1 x LRHD bare foam pig • 100liner meter of dry air at 3barg • 1 x LRHD bare foam pig • 100liner meter of dry air at 3barg • 1 x LRHD bare foam pig • One line volume at 3barg

13. PIPELINE AIR DRYING The concept of air drying of a pipeline is based around the principle that a continuous supply of heated air from an air compressor, provides heat energy which is absorbed by residual water in the pipeline, which speeds evaporation. The water vapor is transported by the flowing air out of the pig receiver at the other end of the pipeline. A hygrometer setup at the receiver will indicate completion of the drying process when the outlet air dew point reduces significantly from its starting value. During the pipeline drying process, the air will be close to saturation at the prevalent ambient temperature. When the pipeline is dry, the dew point will reduce towards that of the feed air from the compressor. In the field, typically pipelines shall be air dried using the same air drier spread used during swabbing operation. The air drying operation commences with 1 line volume after the last foam swabbing pig is removed from receiver. Air is blown continuously until the client specified dew point is reached at the receiver end.

14. PIPELINE VACUUM DRYING Vacuum drying is a method where the pipeline is completely sealed and then a single port is connected to high power vacuum system, which extracts air from the pipeline. Over a period of time, the humidity level in the outlet will reduce rapidly as a stable vacuum level is formed. There will be a period where the dewpoint level stabilizes as residual liquid water is evaporated and extracted. When all the water has been removed, the dewpoint will drop again and this signals the end of the vacuum purge process. The hygrometer mounted in the vacuum inlet will give determination of the end point. There are basically 5 steps to the vacuum drying process:

1) Pipeline isolation; pull down to Saturation Vapour Pressure (SVP) 2) Boil off 3) Pull down to Partial Vapour Pressure (PVP)

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4) Soak Test 5) Stabilisation

As advance preparation for the pipeline drying operation, temporary piping and fittings shall be fabricated for connecting the pipeline end to the Vacuum Equipment. Prior to commencing the vacuum drying operations on the pipeline section, it is necessary to ensure that all temporary pipe work and all the flange joints are vacuum tight (no leaks under vacuum). The typical sequence of steps followed during vacuum drying process follows:

• The pipeline section valve will be closed and the system pressure from the vacuum pumps to the main pipeline valve will be pulled down

• When the pipeline section target pressure has been reached the vacuum pumps will be shut down, the system will be allowed to stabilise. Upon completion of stabilisation the pressure will be monitored and logged at 10 minute intervals for a period of 1 hour. If there is no considerable leak in the temporary piping connections the in leak check is accepted if not the connections has to be rechecked properly and corrected to be leak proof.

• Upon completion of the temporary piping system in leak checks, the main pipeline section valve shall be opened. The vacuum pumps shall be brought on line (slowly) and the vacuum drying of the pipeline section shall commence.

• The pressure in the pipeline section shall be reduced to the Saturation Vapour Pressure (SVP), which upon achieving this pressure the water in the pipeline section will start to boil off.

• When all free water in the pipeline section has boiled off, the pressure will start to fall at an accelerated rate, during which stage the absorbed water in the pipe wall will be pulled out.

• The pipeline section pressure will then be pulled down to the Partial Vapour Pressure corresponding to the client specified dew point ( e.g. 4.015 mbar for ‐5°C Dew point).

• Once the pipeline has been drawn down to the required pressure, the “soak test” shall commence. The vacuum plant will be isolated from the pipeline by closing all isolation valves in the system, and the pressure will now be monitored for a duration as specified by the client. .

• During pipeline isolation, a stabilisation period should be allowed, for both pressure and dew point to reach a state of equilibrium. The pressure and dew point would be monitored over a sufficiently long period, dependent on the pipeline’s length and the environmental conditions, so that if any remaining water evolves, an increase in pressure, and to a lesser extent dew point would occur.

• The soak test will only be deemed acceptable if over the 12 hour period, the pressure measured remains on, or less than 4.015 mbar, taking into consideration any in‐leaks calculated during the pipeline in‐leak test. Upon acceptance of the dryness of the pipeline section the remote location will be isolated and the pipeline pressure reduced to PVP pressure (4.015 mbar or ‐5o C Dew point). Upon completion of vacuum drying the pipeline will be isolated and left under vacuum ready for nitrogen packing.

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15. NITROGEN PACKING As part of the preparation for the Nitrogen Packing process, once the equipment has been set‐up, it shall be function tested in order to ensure that no damage has occurred during transportation to site. All temporary hoses, pipe work, fittings and valves shall be tested to the maximum operating pressure of the units. The Nitrogen is brought to site as a liquid, contained in a cryogenic tank. During pumping operations the liquid is pumped through a vaporizer unit where it converts to a gas, and then through the temporary discharge line into the pipeline. Pumping rates and pressures are variable to suit the operation required. Nitrogen Gas shall be injected into the pipeline to break the vacuum and line shall be pressurised to 2 Barg. Nitrogen with the following typical characteristics will be pumped in to the pipeline:

• Dew point ‐50 deg c • Oxygen max 2% • Co2 max 5%

Vacuum Hoses shall be disconnected and suitably rated blind flanges shall be installed. Delivery hoses from the vaporiser shall be connected to the 2" connection available on the blind flange installed at the end of Pipeline. The typical sequence of a Nitrogen Packing Operation is as follows:

1) Open valve on the nitrogen tank allowing liquid nitrogen into the nitrogen vaporizer, maintain the liquid nitrogen tank pressure between 3 to 5 Bar.

2) Commence flow of liquid nitrogen from the storage tank through the nitrogen vaporiser. As the liquid turns to gas in the vaporizer commence flow to the pipeline.

3) Nitrogen injection will begin slowly and build to an expected pumping rate of approx. 1000 Cu. Mtrs/Hr.

4) Continue to flow nitrogen gas into the pipeline, change liquid tank as and when necessary.

5) Purging will continue until pressure in the pipeline reaches to 2barg. Upon receiving confirmation the required pressure has been achieved, the pumping shall be ceased.

6) Pressure will be monitored and recoded by pressure chart recorder. On completion of nitrogen purging, readings shall be taken for every 2hrs interval of Pipeline pressure and temperature up to 24hrs.

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16. EXISTING AND P AST CLIENTS OCS has built up a significant customer base during four (4) years of operations. OCS past and present clients are listed below. References can be provided on request.

No. Client Name

1 Asia Petroleum Developments (Salamander) Indonesia)

2 Chevron (Thailand)

3 EMAS ( Singapore)

4 Franklin Offshore ( Singapore)

5 Galoc ( Philipines)

6 GFI ( Thailand)

7 Global Industries ( Malaysia)

8 Hako Offshore ( Singapore)

9 Heerema (Holland)

10 HESS ( Indonesia)

11 Kangean Energy ( Indonesia)

12 Larsen & Toubro ( Malaysia/ India)

13 M3 Energy ( Malaysia)

14 Newfield Peninsula Malaysia ( Malaysia)

15 Nippon Steel (Indonesia)

16 NorCe ( Singapore)

17 NuCoastal ( Thailand)

18 Offshore Marine Contractors

19 Origin Energy (Australia)

20 SapurasAcergy ( Malaysia)

21 Sarku ( Malaysia)

22 Sea Drill ( Singapore)

23 Star Petroleum ( Indonesia)

24 Swiber ( Singapore)

25 Timas Suplindo ( Indonesia)

26 TLO SapuraCrest ( Malaysia)

27 Vietsovpetro (VSP) (Vietnam)

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17. COMPLETED PROJ ECTS

Year Project Title Client Pipeline Dia (“)

Length (km) Scope of Work Location

2016 Star Energy Project PT Timas 6.625” 6.75m

Flood, Clean, Gauge,

Hydrotest

Star Energy Project Field

2016 PHE WMO

Project

PT Timas 6.625” 12km

Flood, Clean, Gauge,

Hydrotest

Syrabaya PHE WMO field

2015 Bekapai Phase

2B EPSC2 Project

Total Indonesie 12” 12.5km

Hydrotesting, Intelligent pigging,

Dewatering, Drying and N2

Packing

Bekapai field, Indonesia

2015

Tembikai Oil Field

Development Project

Vestigo Petrolium /

Antares

6” Manuli Flexible Flowline

import hose

250m Leak Testing Tembikai, Malaysia

2015 Shell Malikai Shell / Technip

Leak testing for 10” and 8” spools

and installation

aids

- Leak Testing Malikai field, Malaysia

2014 PTSC STV South West

Project Bumi Armada 6” & 10” 7.5 each

Flood, Clean, Gauge,

Hydrotest

Su Tu Field of Block 15-1,

offshore Vietnam

2014 Coastal KBM Project Phase 2

Antares Energy Solution

6” 750m Flood, Clean, Gauge, Leak test, Dewater

Offshore Terengganu,

Malaysia

2014 DOF Lamson FPSO Flowlines

DOF / LAMSON

6”,8”, 10 & 12"

1km - 2.5km

Flooding, Back-seal testing,

Leak Testing, Dewatering, N2

packing

Thang Long / Dong Do Field,

Vietnam

2014 Petronas Ketapang PT Timas 8”, 12” &

16” 700 m each

Flood, Clean, Gauge,

Hydrotest

Offshore Indonesia East

Java Sea

2014 Petronas Ketapang PT Timas 12” 111

Flood, Clean, Gauge,

Hydrotest, Dewater, Dry,

N2 Pack.

Offshore Indonesia East

Java Sea

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Year Project Title Client Pipeline Dia (“)

Length (km) Scope of Work Location

2013 Pertamina EP L-Parigi PT Timas 14” & 20” 500m &

3.3 km

Flood, Clean, Gauge,

Hydrotest Java Sea

2013 Pertamina UL Project PT Timas 12” 12

Flood, Clean, Gauge and Hydrotest

Java Sea

2013

PTSC Su Tu Field

Development Project

Bumi Armada 6” & 8” 7.5 each Flood, Clean,

Gauge, Hydrotest

Su Tu Field of Block 15-1,

offshore Vietnam

2013 Pertamina EP MOL Project

Leighton Offshore 12” 28

Flood, Clean, Gauge,

Hydrotest and Dewater

Java Sea

2013 Coastal KBM Project Phase 1

Antares Energy Solution

6” 750m Flood, Clean, Gauge, Leak test, Dewater

Offshore Terengganu,

Malaysia

2013 PTTEP Bongkot

Riser Replacement

DOF Subsea 6” 80m Leak Test Gulf of Thailand

2013 Zawtika L&T 18”

18”

11.3

9.7

Flood, Clean, Gauge and Hydrotest

Myanmar

2012 Bien Dong DOF Subsea 6” flexible 400m Leak Test Vietnam

2012 Bawal PT Timas 14” 40 Flood, Clean, Gauge and Hydrotest

Natuna Sea

2011 TSB Kangean PT Timas 18”& 20” 25.745

& 5.2

Flood, Clean, Gauge and Hydrotest,

Dewater, Dry and Nitrogen

Packing

Java Sea

2011 Chevron (Thailand) EMAS

10”

16”

35

35

Flood, Clean, Gauge and Hydrotest

Gulf of Thailand

2011 Kodeco Project PT Timas 6” 7 & 6 Flood, Clean, Gauge and Hydrotest

Java Sea

2011

Kangean Energy

Indonesia Limited – TSB

PT Timas

18”

20”

20”

25

5.5

5.5

Flood, Clean, Gauge &

Hydrotest, Dewater, Dry &

Bali Sea, approximately 120km from Pagerubgan

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Year Project Title Client Pipeline Dia (“)

Length (km) Scope of Work Location

Development Nitrogen Packing

Island

2010 HESS Ujung

Pangkah Development

PT Timas

6”

12”

16”

5.5

5.5

5.5

Flood, Clean, Gauge,

Hydrotest, Dewater, Air & Vacuum Dry and Nitrogen

Packing

Ujung Pangkah, Gresik in Surabaya Indonesia

2009

M3nergy JDA Sdn Bhd/ Carigali-

PTTEPI-JDA Block B-17

Franklin Offshore 11” Flexible 0.24 Leak Test Offshore

Malaysia

2009 Star Petroleum

Kakap Field Redevelopment

PT Timas

10”

6”

6”

11.2

2

2.3

Flood, Clean, Gauge and Hydrotest

Kakap Field located in the Indonesian

West Natuna Sea

2009

Asia Petroleum Development

(APD) – Glagah Kambuna Field Development

PT Timas 14 “ 42 Flood, Clean, Gauge and Hydrotest

From the Kambuna platform

offshore North Sumatera to a

landfall Northeast of

Medan

2008 Nexus Australia- Bass Strait Nexus

PLEM & Startup Heads

- Leak Test Singapore

2008 Galoc

Development Project

EOCP EMAS offshore

Construction and

Production

6“ Spool 6” Flexible 0.7 Leak Test

65km off North West Coast of Palawan Island

2007 GFI

EOCP EMAS offshore

Construction and

Production

10”

6” Flexible

0.8

0.1

Flood, Clean, Gauge and

Hydrotest/Leak test

Gulf of Thailand

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Zawtika Project, 2013 Pigging & Hydrotest Photos

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Kodeco Project Pigging & Hydrotest (Oct - Dec 2011) Photos

Kangean Project Pigging, Hydrotest, Dewatering, Air drying and N2 packing (Aug- Nov 2011) Photos

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Chevron Thailand Project Pigging & Hydrotest (Jan – July 2010) Photos

HESS (UJUNG PANGKAH) Pipeline Project– Pigging, Hydrotest, Dewatering, Drying & N2 Pack (Jan – Feb 2010) Photos

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Star Energy (KAKAP) Pipeline Project– Pigging & Hydrotest (Oct 2009) Photos

Asia Petroleum Development (APD) Pigging and Hydrotesting. - Glagah Kambuna Field Development Project (Mar 2009) Photos

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Flexible Riser Leak for M3nergy JDA Sdn Bhd / Carigali-PTTEPI - JDA Block B-17, Offshore Malaysia. (Sep 2009) Photos

GFI (Thailand) Pigging and Hydrotesting Photos (Nov 2007 to Jan 2008)

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18. EQUIPMENT DATA SHEETS OCS operates a comprehensive range of pre-commissioning equipment. Each piece of equipment has it own equipment passport which is maintained from project to project. This helps ensure that only appropriately maintained equipment is supplied to projects. A sample of our equipment passport is included below.

18.1 EQUIPMENT DATA SHEETS

FLOODING PUMP - 03 Nos. Capacity 320 Cu.m / Hr

Maximum Head 171 meters

Engine Make Detroit Diesel 8V-92TA 450BHP

Pump Make SLD 280-43 3

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18.2 EQUIPMENT DATA SHEETS

FLOODING PUMP - 02 Nos. Capacity 1590 Cu.m / Hr

Maximum Head 25 meters

Engine Make Detroit Diesel 8V-92TA 450BHP

Pump Make SLOW350-380B

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18.3 DIESEL DRIVEN FLOODING / J ETTING PUMPS SERIES 2 (HIGH PERFORMANCE)

FLOODING PUMP - 02 Nos. Capacity 335 Cu.m / Hr

Maximum Head 260 meters

Engine Make Detroit Diesel 12V-149TI 1130BHP

Pump Make 250SLD 450-60 4

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18.4 DIESEL DRIVEN HIGH PRESSURE PUMP SERIES PUMP SERIES 2 (HIGH PERFORMANCE)

HIGH PRESSURE DISEL DRIVEN PUMP - 01 Nos.

Capacity 180 liters / Minute

Maximum Pressure 7250 psig

Engine Make Johndeere 160kw 6 cylinder diesel engine

Pump Make Woma 2502 P40

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18.6 HIGH PRESSURE AIR DRIVEN PUMP HIGH PRESSURE AIR DRIVEN

PUMP - 01 Nos.

Capacity 20 liters / Minute

Maximum Pressure 7,500 psig

Maximum Air Supply Pressure 125 psig

Pump Make Haskel Model TP600-GSF-60

18.5 HIGH PRESSURE DIESEL DRIVEN SERIED 1

HIGH PRESSURE DISEL DRIVEN PUMP - 01 Nos.

Capacity 35-37 liters / Minute

Maximum Pressure 8000 psig

Engine Make Isuzu 50 HP-4 cylinder (turbocharged & water cooled)

Pump Make Den-Jet CD 40-550

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HIGH PRESSURE AIR DRIVEN PUMP - 04 Nos.

Capacity 4 liters / Minute

Maximum Pressure 600 psig

Maximum Air Supply Pressure 120 psig

Pump Make Hydraulics International HI Model 5L-SS-60

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18.7 DEAD WEIGHT TESTER DEAD WEIGHT TESTER + WEIGHT

SET - 02 Nos.

Make DH –BUDENBERG MODEL 580 DX

Range 0-700 bar

Accuracy 0.025 %

Least Count 0.069 bar

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18.8 PRESSURE / TEMPERATURE TRUE CORDER PRESSURE RECORDER - 03 Nos.

Make BARTON

Range 0-5000 psi

Accuracy ± 1 % FS

TEMPERATURE RECORDER - 02 Nos.

Make SCOTECH

Range 0-50o C

Accuracy ± 1 % FS

PRESSURE-TEMPERATURE DUAL RECORDER - 02 Nos.

Make BARTON

Range 0-5000 psi/0-100o C

Accuracy ± 1 % FS

18.9 8 X 10 FT BREAK TANK (18 CUM. M CAP ACITY) - 01 NOS For storage and introducing freshwater slug during pigging/ dewatering of pipelines

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18.10 VACUUM PUMP

VACUUM PUMP - 01 Nos. Capacity 1020 Cu.m / Hr

Booster Make Edwards mechanical booster Model EH1200, Hydrokinetic Drive

Pump Make Edwards high vacuum pump Serial 220. EIM 275

18.11 PRESSURE TRANSDUCER & READOUT)

- 03 Nos. Type 750C, ABSOLUTE PRESSURE TRANSDUCER

Make/ Range MKS

Accuracy/ Input/ Output

10 MILLIBAR , 100 MILLIBAR , 1000 MILLIBAR

1% OF FULL SCALE

+13 TO +32 VDCINPUT, 0-10VDC O/P

- 02 Nos. Type DIGITAL SUPPLY AND READOUT

Make/ Range MKS

Input Power 220VAC

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18.12 HEATED REGENERATIVE DESICCANT AIR DRYER & AIR COOLED AFTER COOLER

Regenerative compressed air dryer use desiccant to absorb water vapour from the compressed airstream. In the twin tower design, one tower dries the air from the After-cooler while the dessicant in the other tower is being regenerated to provide continuous operation. A heater is added to heat the purge air. It not only benefits the regeneration effect but also decreases regeneration purge loss. Desiccant: activated alumina + molecular sieve Purge air: <3 ~ 6% Working pressure: 24 barg Inlet oil content: < 0.1 mg/m3 Pressure dew point: - 40oC to - 50oC Inlet temperature: - 0oC to 45oC Capacity: 150 Nm3/min Heater: 50 kW Dimension: 2.9 x 2.2 x 3.5m Weight: 5.9 mT Lifting skid are mounted. Air Cooled After Cooler is auxiliary equipment of air compressor, after which the high temperature and high pressure air is cooled. Most of the vapour is condensated and discharged out of compressor in order to meet the working conditions of downstream drying equipment. The medium of cooling is air. Capacity: 150 Nm3/min Power requirement: 2.5 kW Dimension: 2.9 x 2.2 x 3.5m Weight: 5.9 mT Lifting skid are mounted.

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 43 of 47

18.13 LIQUID N² CONVERTER 1. Operating parameters:

• Design temperature load bearing/pressure retaining –20 Deg to + 50 Deg C. • Design temperature machinery –20 Deg to + 50 Deg C.

2. Diesel Engine • Detroit Diesel model 8V 71T • Rated to produce 420 BHP @ 2100 RPM. (Continuous)

3.. Gearbox • Marco 3 pad hydraulic pump drive gearbox • Marco Gearbox will be enclosed coupled on engine flywheel

4. Start System • Air starter

5 . Hydraulic System • Twin Commercial hydraulic pumps for Low and High pumping rate, motors and relief valves. • heat exchanger.

6. Cryogenic High Pressure System • Paul triplex. • Max. Pressure: 10,000 psi. • Flow Rate: 3,000 SCFM. • Discharge Temperature: 70oF.

7. Control Panel • A stainless steel control panel

8. Skid/Frame

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 44 of 47

19. ISO CERTIFICATION

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 45 of 47

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OFFSHORE CONSTRUCTION SPECIALISTS

PIPELINE PRE-COMMISSIONING

PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 46 of 47

20. NATA CERTIFICATION

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OFFSHORE CONSTRUCTION SPECIALISTS

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PRE-QUALIFICATION DOCUMENT

PRE QUALIFICATION Offshore Construction Specialists Pte Ltd. Page 47 of 47

21. APPENDICES: CHECKLISTS FOR PRE-COMMISSIONING PROJ ECTS Appendix A: Post Award / Execution Planning Checklist Appendix B: Project Documentation & Engineering Checklist Appendix C: Procurement Checklist Appendix D: Typical In-House Equipment Preparation Checklist Appendix E: Fabrication Checklist Appendix F: Pipeline Pre-Commissioning Trial Fit Checklist Appendix G: Pipeline Pre-Commissioning Function Test Checklist Appendix H: Hired Equipment Checklist Appendix I: Typical Flood / Clean / Gauge Checklist Appendix J: Typical Hydrotesting Checklist Appendix K: Typical Dewatering Checklist Appendix L: Typical Vacuum Drying Checklist Appendix M: Typical N2 Purging / Packing Checklist

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DESCRIPTION RESP. ACTION STATUS COMMENTS

1. 0 Project Management1. 1 Level 4 Construction Schedule PM1. 2 Budget assigned PM1. 3 Contract signed PM1. 4 Project Specifications available PM1. 5 Project Drawing available PM1. 6 Project Organisation Chart prepared PM1. 7 Project Kickoff Meeting with client held PM1. 8 Regular client meetings required? PM1. 9 Project Execution Plan prepared PM1. 10 Customs Documentation & Clearances Procedure clear PM1. 11 Project day rate personnel confirmed available PM1. 12 Subcontracting scope identified; RFQ's prepared PM1. 13 Project cost tracking system in place PM1. 14 Import Licenses in place for import of chemicals PM1. 15 Permit to work system clear and approved by client PM

2. 0 Engineering2. 1 List of deliverables Engg Mngr2. 2 Schedule of engineering deliverables Engg Mngr

3. 0 Operations Planning & Preparation3. 1 Hire equipment register prepared Field Engr3. 2 Function Test Checklist prepared Field Engr3. 3 Trial fit checklist prepared Field Engr3. 4 Mobilisation equipment list prepared Field Engr3. 5 Fabricated Installation Aids List prepared Field Engr3. 6 In-house Equipment List prepared Field Engr3. 7 Equipment Preparatory Works List prepared Field Engr3. 8 Procurement List / Materials Status Report prepared Field Engr3. 9 Scope specific procedure checklists prepared Field Engr3. 10 Vessel Rigup Worklists prepared Field Engr3. 11 Procedure Specific Checklists Field Engr

4. 0 QA/QC4. 1 Project quality requirements clear PM4. 2 Project ITP Prepared and approved by Client PM

5. 0 Fabrication5. 1 Any new equipment fabrication required? PM5. 2 Subcontractors identified? PM

6. 0 HS & E6. 1 Govt / Statuatry Requirements PM Treated water discharge permit6. 2 Client / Project Requirements PM Client has EIA in place?

Available for review?

Item

POST AWARD / EXECUTION PLANNING CHECKLISTPIPELINE PRE-COMMISSIONING PROJECTS

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Description By Date Status Approved (Y/N) Comments

1. 0 Project Specific Procedures1. 1 Flooding, Cleaning and Gauging Procedure Combine in1. 2 Hydrotesting Procedure one document1. 3 Dewatering / Swabbing Procedure 1. 4 Air Drying / Vacuum Drying Procedure 1. 5 Nitrogen Purging & Packing Procedure1. 6 Client Acceptance / Handover process agreed with client1. 7 Client Acceptance / Handover certificate prepared

2. 0 Engineering Calculations2. 1 Design of Pig launchers and receiver for FCG2. 2 Design of Hydrotesting blind flange and fittings2. 3 Gauge Plate size calculation2. 4 Pig Requirements and Designations.2. 5 Calculation for Chemical injection requirements2. 6 Flooding and Dewatering duration calculations2. 7 Pipeline drying time calculation2. 8 Engineering calculations for Equipment lifting frames and skids

3. 0 Equipment Certification 3. 1 Lift Rigging For All Skids In certification3. 2 Dead Weight Testers Calibrated and Certified3. 3 Equipment passports for Flooding Spread3. 4 Equipment passports for Hydrotesting Spread3. 5 Equipment passports for Drying Spread3. 6 Equipment passports for Nitrogen Purge/Pack Spread

4. 0 Consumables Certification 4. 1 Batch Certificates for Biocide4. 2 Batch Certificates for Inhibitor4. 3 Batch Certificates for Oxygen Scavenger4. 4 Batch Certificates for Flourescent Dye4. 5 MSDS for Biocide4. 6 MSDS for Inhibitor4. 7 MSDS for Oxygen Scavenger4. 8 MSDS for Flourescent Dye

Item

PROJECT DOCUMENTATION & ENGINEERING CHECKLIST

PIPELINE PRE-COMMISSIONING PROJECTS

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Description Qty Unit Vendor Status Remarks

1. 0 Flood, Clean, Guage1. 1 Bi-Directional Pigs1. 2 Brushes for Bi-Di Pigs1. 3 Sealing cups for Bi-Di Pigs1. 4 Spare nuts/ bolts for pig assembly1. 5 Foam swabbing pigs1. 6 50 micron filters for break tank1. 7 Corrosion Inhibitor1. 8 Oxygen Scavenger1. 9 Biocide1. 10 Flourescent Dye1. 11 Others

2. 0 Hydrotesting2. 1 Blank charts for Chart recorders2. 2 Others

3. 0 Dewatering3. 1 Foam swabbing pigs3. 2 Others

4. 0 Air Drying / Vacuum Drying4. 1 Desiccant4. 2 Others

5. 0 Nitrogen Purge & Packing5. 1 N25. 2 Others

Item

PIPELINE PRE-COMMISSIONING PROJECTS

PROCUREMENT CHECKLIST

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Description Qty Unit Location Comments1. 0 Flood, Clean, Guage

1. 1 Pigging Pump (OCS-SLD-002-0908) c/w preinstalled Diesel Engine and preinstalled rigging - 1 unit 1 LOT

1. 2 Denjet Pump c/w preinstalled Diesel Engine and preinstalled rigging - 1 unit 1 LOT

1. 3 12" Surface Pig Receiver c/w pup piece, bolts, nuts & gaskets - 1 unit 1 LOT

2. 0 Hydrotesting

2. 1 10ft Hydrotest Container (containing) c/w preinstalled rigging. Consist of the below 1 Unit

2. 2 Haskel Pump - OCS-E&M-HPP-001, OCS-E&M-HPP-008 2 Ea2. 3 PH chemical injection pump - OCS-E&M-HPP-005, OCS-E&M- 2 Ea2. 4 High pressure manifold - OCS-E&M-HPM-001, OCS-E&M-HPM 2 Ea2. 5 6" Gate valve #300 2 Ea2. 6 8" Foot valve 1 Ea2. 7 Battery charger 1 Ea2. 8 1/2" air hose 1 Lot2. 9 1" air hose lot x 30m 12 Lg2. 10 Pigging pump spare parts 1 Lot2. 11 8" 300 Hard Paper Geasket (HPG) 10 Ea2. 12 6" 300 HPG 10 Ea2. 13 6" 150 HPG 10 Ea2. 14 8" 150 HPG 12 Ea2. 15 Adjustable spanners and hand tools 1 Lot2. 16 Vernier caliper 1 Ea2. 17 Hand type engine fuel pump unit 1 Ea2. 18 Hand pump 1 Ea2. 19 High pressure Hoses 1 Lot2. 20 Jewerley screw driver set 2 Ea2. 21 Fittings and Valves 1 Lot2. 22 9 volt Battery 3 Ea2. 23 Graduation drum with sight glass 220 Litres 2 Ea2. 24 1" flowmeter c/w digital reader and magnetic pick up, NuFlow - 1 Set2. 25 2" flowmeter c/w digital reader and magnetic pick up, NuFlow - 1 Set2. 26 2" flowmeter c/w digital reader and magnetic pick up, Blanchett 1 Set2. 27 Pressure Gauge (0 - 3000psi) - OCS-INT-PG-005 1 Ea2. 28 Pressure Gauge (0 - 6000psi) - OCS-INT-PG-006 1 Ea2. 29 Pressure Gauge (0 - 6000psi) - OCS-INT-PG-010 1 Ea2. 30 Pressure Gauge (0 - 6000psi) - OCS-INT-PG-049 1 Ea2. 31 Pressure Temperature Chart Recorder (0 -5,000PSI / -10 to 40 1 Ea2. 32 Pressure Temperature Chart Recorder (0 -5,000PSI / -10 to 40 1 Ea2. 33 Pressure Temperature Chart Recorder (0 -100PSI / 0 to 150°C 1 Ea2. 34 Pressure Temperature Chart Recorder (0 -5,000PSI / 0 to 100° 1 Ea2. 35 Pressure chart recorder (0 - 500psi) - OCS-INT-PCR-004 1 Ea2. 36 Temp gauge 0°C to 120°C - OCS-INT-TG-001 1 Ea2. 37 Temp gauge -30°C to 50°C - OCS-INT-TG-004 1 Ea2. 38 Digital pressure gauge (0 -10000psi) c/w Digital Reader - OCS- 1 Ea2. 39 Digital pressure gauge (0 -10000psi) c/w Digital Reader - OCS- 1 Ea

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL IN-HOUSE EQUIPMENT PREPARATION CHECKLIST

Item

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Description Qty Unit Location Comments

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL IN-HOUSE EQUIPMENT PREPARATION CHECKLIST

Item2. 40 Pressure Gauge (0 - 560psi) - TECSIS 1 Ea2. 41 Subsea probe with 100m cable - OCS-INT-DTR-001 1 Ea2. 42 PRV 2 Ea2. 43 Pigging manifold spools 1 Lot2. 44 10ft Break Tank 1 ea2. 45 8"Suction hose 21ft 1 Lg2. 46 8"Suction hose 20ft 1 Lg2. 47 2" Hose with both ends FJIC Swivel x 50m 5 Lg2. 48 2” Hose with both ends FJIC Swivel x 15m x 1 length (for bypas 1 Lg2. 49 2” Hose with 1-end Male, 1-end Female Weco Union (Fig602) x 2 Lg2. 50 Interconnecting 8" hose from break tank to pigging pump 1 Lg

3. 0 Dewatering3. 1 900cfm Compressor w/ preinstalled rigging 1 ea

3. 2 2 " air hose 600 psi working pressure /w both end swivel JIC Female @ 50 meter / length 5 ea

3. 3 2 " air hose 600 psi working pressure /w both end swivel JIC Female @ 15 meter / length 4 ea

3. 4 2" JIC Nipple (male to male) (connection between hoses) 13 ea

3. 5 coupler - 2" NPT male x 2" JIC male nipple (connecting hose end to 2" ball valve on compressor) 6 ea

3. 6 6" Bi-Di Pigs 5 ea3. 7 Contigency Foam Pigs 2 ea3. 8 Pig launcher 2 ea3. 9 Pig Receiver 1 ea

4. 0 Air Drying / Vacuum Drying4. 1 900cfm Compressor w/ preinstalled rigging 2 ea4. 2 Dryer 1 ea4. 3 Vacumm Pump 2 ea

5. 0 Nitrogen Purge & Packing5. 1 Vaporiser 1 ea5. 2 Other 1 Lot

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Description Check Reference Document Hold/Witness/Review Resp. Date Comments Sign

1. 0 General1. 1 All fabricated lifting points NDT NDT Report1. 2 Others

2. 0 Flood, Clean, Guage2. 1 Pig Launcher / Receivers Launcher ID DC Report

Flange Bolt hole ID's DC ReportFlange Bolt hole orientation DC Report

2. 2 Gauge Plates Guage Plate OD DC ReportGuage Plate Thickness DC Report

2. 3 Manifold

3. 0 Hydrotesting3. 1 Test blinds with suitable fittings.3. 2 Other

4. 0 Dewatering4. 1 Launcher for foam swabbing pigs4. 2 Other

5. 0 Air Drying / Vacuum Drying5. 1 Vacuum maninfold for instrumentation Available5. 2 Other

6. 0 Nitrogen Purge / Pack6. 1 Blinds for locking in pipeline / valves.6. 2 Other

Item

PIPELINE PRE-COMMISSIONING PROJECTS

FABRICATION CHECKLIST

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DESCRIPTION TRIAL FITTED TO BY DATE COMMENTS CHECK

1. 0 TRIAL FIT ITEM1. 1 Fabriated Item lifting points/padeyes Shackle1. 2 Trail fit shackle Pulling head padeye1. 3 Trial fit of hose connections Pig launcher / receiver fittings1. 4 Bolts In bolt holes1. 5 Gasket To launcher / received flange face1. 6 Gauge Plates Pig body1. 7 Sealing Cups Pig body1. 8 Brushes Pig body

PIPELINE PRE-COMMISSIONING TRIAL FIT CHECKLIST

PIPELINE PRE-COMMISSIONING PROJECTS

ITEM

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Description Check Reference Document Hold/Witness/Review Responsible Date Comments Sign

1. 0 Flood, Clean, Guage1. 1 Suction Pumps operational Run up OCS Equipment Passport1. 2 Flooding pumps operational Run up OCS Equipment Passport1. 3 Chemical Injection pump operational Run up OCS Equipment Passport1. 4 Gel pump operational Run up OCS Equipment Passport

2. 0 Hydrotesting2. 1 Hydrotesting Pump Operational Run up

2. 2 Chart recorders Calibrated, in date, bench tested

3. 0 Dewatering3. 1 Air compressors operational Run up Supplier to demonstrate

4. 0 Air Drying / Vacuum Drying4. 1 Air compressors operational Run up Supplier to demonstrate4. 2 Dryers operational Check4. 3 Vacuum pumps operational Check4. 4 Diesel Generators operational Check

5. 0 Nitrogen Purge & Packing5. 1 Vaporisor functioning Check5. 2 Nitorgen racks / manifolds clear Check5. 3

Item

PIPELINE PRE-COMMISSIONING PROJECTS

PIPELINE PRE-COMMISSIONING FUNCTION TEST CHECKLIST

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No. Item Daily Cost

Hire Location

Rental Company

On hire Date

Return Date Comments

1 1050cfm Air Compressor2 900cfm Air Compressor3 Nitrogen Cyclinders4 Nitrogen racks5 Backup pumps6 Other

HIRED EQUIPMENT CHECKLIST

PIPELINE PRE-COMMISSIONING PROJECTS

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ITEM No. DESCRIPTION BY DATE SIGNED

1. 0 FLOODING SPREAD SET-UP1. 1 Conduct JSA1. 2 Obtain Work Permits1. 3 Check Flooding Procedure on hand1. 4 Assemble equipment to drawing1. 5 Check communications with dive team1. 6 Check fuel, oil and water in flooding pumpskids and diesel generators1. 7 Check adequate chemicals and chemical injection spread operational and ready. 1. 8 Check flooding spread valve positions1. 9 Secure flooding hoses and connections1. 10 Lower hoses down to the launcher head and confirm connected1. 11 Confirm position of launcher head valves1. 12 Function test submersible lift pumps and diesel flooding pumps

1. 13 Check pressure chart recorder is wound up and signed, dated flooding chart inserted

1. 14 Prepare flooding, chemical injection and pipeline pigging logs1. 15 Confirm the pipeline pig configuration in the launcher head1. 16 Advise Client approved representative ready to start flooding operations

2. 0 PIPELINE PIG VALVE LAUNCHING SEQUENCE2. 1 Diesel engines on generator and pumpskids started2. 2 Confirm flooding hose connected and secured to launcher head and topside2. 3 Engage submersible and flooding pumps2. 4 Pig Launcher Valves No. 2, No.3 confirmed shut by dive team2. 5 Pig Launcher Valve No. 1 main supply Ball Valve confirmed open by dive team

2. 6 Inject seawater approximately equivalent to 200m of linear pipe volume for flushing into the pipeline through valves 1

2. 7 Dive team open valve 2, then close valve 1

2. 8Inject seawater approximately equivalent to 200m of linear pipe volume for flushing into the pipeline and launch pig 1

2. 9 Dive team open valve 3, then close valve 22. 10 Inject seawater approximately equivalent to 200m of linear pipe volume for flushing into

the pipeline and launch pig 22. 11 Chemically treated water, will be pumped into the pipeline behind pig 22. 12 After 5 mins, open launcher valves 1, 2, and 3 pump pigs to the receiver

3. 0 PIPELINE FLOODING, PIGGING, GAUGING AND CHEMICAL INJECTION3. 1 Check pipeline pigs home via volumetric calculation

3. 2Confirm pipeline flooded by pressure spike on pressure chart recorder chart or by pig indicator or by pumping 1.5x total pipeline volume

3. 3 Disengage flooding pumps and turn off submersibles3. 4 Allow diesel engines 5 minute no load condition and shut off flooding pump skid3. 5 Switch off submersible pumps and diesel generator

3. 6 Check flooding, chemical injection, pipeline pigging logs and ITPs signed by Client Rep

3. 7 Flooding Pressure chart recorder signed by Client Rep

3. 8Confirmed flooding hoses depressurised to atmosphere pressure and disconnect prior to disconnection by dive team

3. 9 Dive team confirm flooding hose depressurised prior to disconnection.

PIPELINE PRE-COMMISSIONING PROJECTS

COMMENTS

TYPICAL FLOOD / CLEAN / GAUGE CHECKLIST

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ITEM No. DESCRIPTION BY DATE SIGNED

1. 0 HYDROTEST SPREAD SET-UP1. 1 Conduct JSA1. 2 Obtain Work Permits1. 3 Check and verify calibration certificates1. 4 Barrier off area and install warning signs1. 5 Whip lines on flexible hoses1. 6 Install Subsea temperature probes and check for correctness1. 7 Confirm correct Hydrotest blinds are installed; bolts tightened 1. 8 Confirm all necessary valves are closed1. 9 Check installation water supply1. 10 Test run high pressure pump and check flowmeter reading1. 11 Install instrumentation package1. 12 Pressurise Test spread to 1.25 times test pressure1. 13 Prepare logs1. 14 Advise CAR spread ready for operation

2. 0 TIE IN SPOOL HYDROTEST2. 1 Advised Company Approved representative ready to start pressurising2. 2 Procedure on hand2. 3 Pulling through rabbit2. 4 Top-up with test fill water and vent both ends2. 5 Complete isolation of spool at test end2. 6 Complete isolation of spool at opposite end2. 7 Pressurise to 105% of test pressure at 5 bar/min2. 8 Pressurise to test pressure at 5 bar/min2. 9 Disconnect pump and stabilize until it is constant2. 10 Hold for 8 hours hydrotest2. 11 Assess the results against acceptance criteria and obtain Company approval

3. 0 PIPELINE HYDROTEST3. 1 Advised Company Approved representative ready to start pressurising3. 2 Procedure on hand3. 3 Conduct JSA3. 4 Obtain internal permit3. 5 Top-up with test fill water and vent both ends3. 6 Complete isolation of pipeline at test end3. 7 Complete isolation of pipeline at opposite end3. 8 Check residual air content at 35 bar while continuing to pressurise3. 9 Hold for 24 hour hydrotest3. 10 Assess the results against acceptance criteria and obtain Company approval3. 11 Depressurise test section to atmospheric pressure

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL HYDROTESTING CHECKLIST

COMMENTS

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ITEM DESCRIPTION BY DATE SIGNED1. 0 DEWATERING SPREAD SET-UP1. 1 Conduct JSA1. 2 Obtain Work Permits1. 3 Check Dewatering Procedure on hand1. 4 Confirm availability of pressure guage and chart recorder calibration certs1. 5 Assemble equipment in accordance with project specific setup drawing1. 6 Check communications with dive team / topsides team as applicable1. 7 Check fuel, oil and water in aircompressors1. 8 Check temporary launcher has bulk dewatering & swabbing pigs pre-installed1. 9 Remove hydrotest blinds and install temporary launcher and receiver1. 10 Confirm fresh water / glycol spread ready & suitable supply available1. 11 Confirm fresh water / glycol pumping spread ready and function tested.1. 12 Check pressure chart recorder is setup; chart inserted1. 13 Check dewatering spread valve positions1. 14 Secure dewatering hoses and connections1. 15 Lower hoses down to the temporary launcher head and confirm connected1. 16 Confirm position of launcher head valves

1. 17 Setup air compressor along with dryer (to produce superdry air at -10deg C dew point). Run up air compressor

1. 18 Setup water discharge hoses at temporary receiver.1. 19 Advise Client approved representative ready to start dewatering operations

2. 0 BULK DEWATERING SEQUENCE2. 1 Diesel engines on generator and pumpskids for water/glycol slug started2. 2 Start up air compressor. 2. 3 Confirm dewatering hose connected and secured to launcher head2. 4 Engage submersible and flooding pumps, and air compressor2. 5 Pig Launcher Valves No. 2, No.3 confirmed shut by dive team2. 6 Pig Launcher Valve No. 1 main supply Ball Valve confirmed open by dive team

2. 7 Inject freshwater approximately equivalent to 200m of linear pipe volume for flushing into the pipeline through valves 1

2. 8 Dive team open valve 2, then close valve 1

2. 9Launch pig #1 by injecting freshwater approximately equivalent to 200m of linear pipe volume for flushing into the pipeline and pushing the pig. The pumping speed should be sufficient to push the pig at a rate of approx 0.5m/s to 1.5m/s.

2. 10 Dive team open valve 3, then close valve 2

2. 11 Launch pig #2 by injecting freshwater approximately equivalent to 200m of linear pipe volume for flushing into the pipeline and pushing the pig.

2. 12 Dive team open valve 4, then close valve 3

2. 13 Shut down pumps / generators used for freshwater injection. Pump dry air approximately equivalent to 1 line volume for launching and pushing pig #3 home to the receiver.

2. 12

Continuously monitor pressure and chart recorder, and duration of pig run, to check for when bulk dewatering pigs are home. Once the pig gets closer to the receiver end the pressure will increase and the colour of water will change to a dirty black mix, along with a bit of air. The pig signal will indicate arrival of the pigs.

2. 13Upon receipt and inspection of the bulk dewatering pigs at the receiver end, the following logs shall be finalised and signed off by all parties: Dewatering log, Gauge plates report, Pressure Chart, Acceptance Dewatering Certificate, Daily report.

3. 0 PIPELINE FINAL DEWATERING / SWABBING SEQUENCE

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL DEWATERING CHECKLIST

COMMENTS

Typ. 3 & 3ea respectively

For slugs between pigs

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ITEM DESCRIPTION BY DATE SIGNED

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL DEWATERING CHECKLIST

COMMENTS

3. 1Upon completion and acceptance of bulk dewatering operation, the final dewatering and swabbing operation shall commence. Ideally this is continued using the same launcher as for the bulk dewatering, which is the basis of this sequence.

3. 2 Setup air compressor along with dryer (to produce superdry air at -10deg C dew point).

3. 3 Confirm air hose connected and secured to launcher head. Open the launcher door and load the first foam swabbing pig into the launcher

3. 4 Start the air compressor and engage at a pumping pressure of around 3 barg3. 5 Pig Launcher Valves to be operated so as to launch swabbing pig #1

3. 6 Blow and air volume approximately equivalent to 100m of linear pipe volume for a spacer volume.

3. 7

Once the spacer value has been pumped, close the isolatation valve at dryer and depressurise the pipeline at the launcher to 0barg. Open pig launcher door and load in foam swabbing pig #2. Close pig launcher door and start air compressor. Open/close pig launcher valves in suitable sequence to launch swabbing pig #2 into the pipeline.

3. 8 Blow and air volume approximately equivalent to 100m of linear pipe volume for a spacer volume.

3. 9

Once the spacer value has been pumped, close the isolatation valve at dryer and depressurise the pipeline at the launcher to 0barg. Open pig launcher door and load in foam swabbing pig #3. Close pig launcher door and start air compressor. Open/close pig launcher valves in suitable sequence to launch swabbing pig #3 into the pipeline.

3. 10 Blow and air volume approximately equivalent to entire linear pipe volume of pipeline to ensure 3rd and final swabbing pig is delivered to the receiver.

3. 11Indication of pigs arrival will be an increase in back pressure as the pigs arrive into the temporary receivers. If not clear indication is observed, continue to pump an additional 10% air volume.

3. 12 If the pipeline still discharges lot of water, then recover the foam pigs and repeat the above operation.

3. 13

The pigs will then be recovered from the temporary receiver and inspected for any damage. On acceptance of the pig’s condition, the following logs and records shall be signed by all parties: 1) Final dewatering and swabbing log, 2) Pressure chart, 3) Acceptance Final Dewatering Certificate, 4) Daily report.

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ITEM DESCRIPTION BY DATE SIGNED1. 0 VACUUM DRYING SPREAD SET-UP1. 1 Conduct JSA1. 2 Obtain Work Permits1. 3 Check Vacuum Drying Procedure and calculations on hand1. 4 Assemble vacuum pumps, generators and hoses according to drawing1. 5 Check communications with topsides team1. 6 Check fuel, oil and water in Generators and pumps; all function tested1. 7 Equipment calibration certificates on hand1. 8 Instrument manifold prepared; all guages and recorders connected1. 9 Confirm all in line valves are in the partial open position (80%)1. 10 Confirm vacuum drying acceptance criteria1. 11 Advise Client approved representative ready to start flooding operations

2. 0 VACUUM DRYING SEQUENCE

2. 1 Perform leak checks of temporary piping systems; this will be completed at 100 mbar.

2. 2 When the pipeline section pressure (100 mbar) has been reached the vacuum pumps will be shut down, the system will be allowed to stabilise.

2. 3 Monitor stabilisation at 10 minute intervals for a 1 hour period

2. 4 Once stabilised, run up the vacuum pumps and pull down to saturation vapour pressure (SVP).

2. 5Allow vacuum pumps to continue to remove water vapour at SVP (Boil off). Check line length and pressure gradient to ensure that SVP is reached at far end of the pipeline. This may mean substantially lower pressures at vacuum pump end of the pipeline.

2. 6Monitor pipeline pressure through vacuum spread manifold instruments. Once free water vapor in pipeline has been boiled off and removed, pressure will fall at an increasing rate. Continue to run the vacuum pumps to the pull down to partial vapour pressure (PVP)

2. 7 Once PVP is reached throughout the line, isolate the vacuum sealed pipeline, locking the line in. Monitor for a 12 hour soak test, ensuring pressure remains below PVP.

2. 8 Upon acceptance, isolate the pipeline for nitrogen purge/packing.

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL VACUUM DRYING CHECKLIST

COMMENTS

Page 62: PIPELINE PRE-COMMISSIONING PRE-QUALIFICATION …...Offshore Construction Specialists (OCS) 36 Kian Teck Road Singapore 628781 Tel: +65 6898-0210 Fax: +65 6898-0209

ITEM No. DESCRIPTION BY DATE SIGNED1. 0 NITROGEN SPREAD SET-UP1. 1 Conduct JSA1. 2 Obtain Work Permits1. 3 Check N2 Purge / Packing Procedure on hand1. 4 Assemble equipment to drawing. Check all fittings are tight and no leaks.1. 5 Check communications with dive team1. 6 Ensure acceptance criteria is understood and agreed by all parties.1. 7 Certs for N2 available1. 8 Confirm pipeline is islotated, and holding steady pressure.1. 9 Connect N2 delivery hoses from vaporiser to 2" valve on pipeline blind flange1. 10 Advise Client approved representative ready to start flooding operations

2. 0 NITROGEN PURGE SEQUENCE

2. 1Establish communication with receiver end if applicable and inform personnel that nitrogen purging and packing operation is about to commence. It is imperative that all exiting gas is vented safely to atmosphere.

2. 2 Open valve on the nitrogen tank allowing liquid nitrogen into the nitrogen vaporizer,maintain the liquid nitrogen tank pressure between 3 to 5 Bar.

2. 3 Commence flow of liquid nitrogen from the storage tank through the nitrogen vaporiser. As the liquid turns to gas in the vaporizer commence flow to the pipeline.

2. 4 Nitrogen injection will begin slowly and build to an expected pumping rate of 1000 Cu. Mtrs/Hr.

2. 5 Continue to flow nitrogen gas into the pipeline, change liquid tank as and when necessary.

2. 6During nitrogen packing, the following reading shall be noted at every 30 min: 1) Pipeline pressure bar ( launcher & receiver if possible), 2) Ambient Temperature Deg C

2. 7Purging will continue until pressure in the pipeline reaches to 2barg. An oxygen content reading shall be taken from the test blinds at other end of the pipeline. The oxygen level of the pipeline at discharge end shall be 2% or below.

2. 8Upon receiving confirmation the required pressure has been achieved, the pumping shall be ceased. Notify the client that purging is complete and packing has commenced.

2. 9 Pressure will be monitored and recoded by pressure chart recorder.

2. 10 On completion of nitrogen purging, readings shall be taken for every 2hrs interval of Pipeline pressure and temperature up to 24hrs.

2. 11 On completion of Nitrogen packing all valves will be closed and all components will remain under positive N2 pressure until ready for permanent operation.

2. 12 Obtain client sign off and acceptance of N2 packed pipeline

2. 13

On completion and acceptance of the nitrogen packing operation, all logs shall be signed off follows as below and the pipeline will be handed back to the operator for gas up operation. 1) Nitrogen packing log, 2) Acceptance Dew Point Certificate, 3) Acceptance Nitrogen Packing Certificate, 4) Daily site report

PIPELINE PRE-COMMISSIONING PROJECTS

TYPICAL N2 PACKING CHECKLIST

COMMENTS