Supply Specification for Nitrogen Bottle Rack 4A.4300 SAI S0003 ISGP U48

Project: Inspection, Assessment and Rehabilitation of Um Qasr Terminal

Contract No. SIGUP-12-063(a) (OoC)

Plant: Iraq South Gas Project Um Qasr Marine Terminal

Job No.: 282402

Title: SUPPLY SPECIFICATION FOR NITROGEN BOTTLE RACK

Contractor Doc. No.

300-RG-E-20001

Client Document Number Rev. Sh.

4300 SAI S003 ISGP U48000 MS 7771 00151 04A 2 of 20

This document is the property of Basrah Gas Company who will safeguard its rights according to the civil and penal provisions of the law.

REVISION HISTORY

Rev. Date Description of Revision Prepared Verified Approved

01R 20-Aug-2013 Issued for Review (IFR) B. Rawat S. Kulshrestha S. Kulshrestha

02A 08-Sep-2013 Issued for Approval (IFA) M. Raza S. Kulshrestha S. Kulshrestha

03A 19-Sep-2013 Re-Issued for Approval (IFA) M. Raza S. Kulshrestha S. Kulshrestha

04A 30-Sep-2013 Approved for Use (AFU) M. Raza S. Kulshrestha S. Kulshrestha




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TABLE OF CONTENTS

1.0 INTRODUCTION ................................................................................................................................ 5

1.1 DEFINITIONS AND ABBREVIATIONS ..................................................................................... 6

2.0 SCOPE................................................................................................................................................ 6

2.1 EXTENT OF SUPPLY ................................................................................................................ 7

2.2 CONFLICTS ............................................................................................................................... 7

2.3 CHANGES AND ADDITIONS.................................................................................................... 8

2.4 REQUIRED INFORMATION FROM BIDDER ........................................................................... 8

2.5 ASSISTANCE ............................................................................................................................ 8

2.6 TRAINING AND COMPANY PERSONNEL .............................................................................. 8

2.7 SPECIAL TOOLS ...................................................................................................................... 9

2.8 SPARE PARTS .......................................................................................................................... 9

3.0 DESIGN CODE AND APPLICABLE DOCUMENTS ......................................................................... 9

3.1 DESIGN CODE .......................................................................................................................... 9

3.2 SHELL DEP ............................................................................................................................. 10

3.3 CONTRACTORS PROJECT SPECIFICATION, DATA SHEETS AND STD. DRAWINGS .. 10

3.4 GENERAL PROJECT SPECIFICATION ................................................................................. 10

4.0 AMENDMENTS AND ADDITIONAL TECHNICAL REQUIREMENT .............................................. 11

4.1 TECHNICAL REQUIREMENTS .............................................................................................. 11

4.2 MATERIAL ............................................................................................................................... 12

4.3 NOZZLE LOADS ..................................................................................................................... 12

4.4 WELDING ................................................................................................................................ 12

4.5 AREA CLASSIFICATION ........................................................................................................ 12

4.6 INSPECTION LEVEL ............................................................................................................... 12

4.7 INSPECTION AND TESTING DOCUMENTS: ........................................................................ 12

4.8 TRANSPORTATION LOAD .................................................................................................... 12

5.0 QUALITY ASSURANCE REQUIREMENTS .................................................................................... 13

6.0 INSPECTION AND TESTING........................................................................................................... 13

6.1 GENERAL ................................................................................................................................ 13

6.2 DESCRIPTION OF TESTS ...................................................................................................... 13

6.3 ADDITIONAL TEST ................................................................................................................. 13

6.4 REQUIRED TEST AND INSPECTION CERTIFICATES ......................................................... 14

7.0 PACKING AND SHIPMENT ............................................................................................................. 14

8.0 BIDDER DRAWING AND DATA COMMITMENT ............................................................................ 14

9.0 HSE REQUIREMENTS ..................................................................................................................... 14

10.0 LIST OF ATTACHMENTS ................................................................................................................ 15




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APPENDIX 1: TABLE OF COMPLIANCE ................................................................................................. 16

APPENDIX 2 : PDDM BIDDER DRAWING & DATA COMMITMENT (SDDC) ........................................ 18

ATTACHMENTS ........................................................................................................................................ 20




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1.0 INTRODUCTION

The NGL/LPG Plant at Khor al Zubair (KAZ) produces Propane, Butane and Natural Gasoline, and the

Um Qasr (UQ) Storage Terminal (which comprises Iraq Receiving Terminal (IRT) and Iraq Storage

Terminal (IST)) provides facilities for the refrigeration/cooling and storage of these products.

The Marine Terminal at UQ was constructed in the 1980s for the export of Propane, Butane and

Natural Gasoline supplied from the UQ Storage Terminal. However none of these facilities at UQ were

ever commissioned and they have never operated as originally designed. Instead they have been used

to import pressurized LPG and Gasoline to supplement domestic production and meet domestic

demand.

Currently, the Propane and Butane produced at KAZ are being combined in spheres at KAZ and

pumped as pressurized LPG to the Propane and Slops storage spheres at UQ Storage Terminal.

However, since there currently is insufficient production of LPG to satisfy domestic demand, LPG is

currently also being imported via the South Jetty at the UQ Marine Terminal. The combined pressurized

LPG is then transferred to the Nassariya pumping station and then on to the Iraqi domestic market via

multi-product pipeline. Iraq is also currently not self-sufficient in Gasoline, so Gasoline is imported via

the North jetty at the UQ Marine Terminal and is then distributed via a truck loading system situated

near the Marine Terminal.

The UQ Marine Terminal consists of two main jetties (North jetty berth 1 and South jetty berth 2).

Located approximately 500m south of the two main jetties is a service jetty which provides berthing

space for tugs and other small vessels.




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As part of the Iraq South Gas (ISG) Utilization Project, it is intended that these facilities at UQ shall be

rehabilitated back to their original design capacity by 2016. During the rehabilitation works, import of

pressurized LPG and Gasoline must be continued to satisfy the domestic market. It is therefore

necessary during the rehabilitation of the North and South jetties at the Marine Terminal to provide

alternative means for the import of LPG and of Gasoline in order to continue to satisfy the domestic

market. The option to modify the existing Service jetty to allow for safe import of pressurized LPG on a

temporary basis has been adopted, with a target milestone of 1 calendar year (365 days) from

rehabilitation contract award.

When improvements are made to Kor Al Zubair (KAZ) and the upstream facilities and the associated oil

fields are further developed, local LPG production is expected to increase gradually. There will

therefore be a point at which production will exceed the domestic market requirements; currently

anticipated to be Q3 2014, when the pressurized LPG operation will switch from import to export. A

plan has therefore been outlined to also modify the service jetty in order to be able to reverse the

current mode of operation for importing pressurized LPG so that instead pressurized LPG can be

exported as an interim insurance mode of operation that can be used if KAZ is capable of producing

export volumes of LPG before the rehabilitation of Um Qasr has been completed.

Some background information on the original design, current operations, future throughput

requirements, and forecast berth utilization rates can be found in report 1000-SGI-U001-GE00-G00000-

AA-6480-00001-000 - Design Requirements for the Rehabilitation of Um Qasr and the Marine

Terminal.

The battery limits of the UQ Marine Terminal scope are at the downstream flanges of the main pipeline

isolation valves on the UQ Marine Terminal plot (propane, butane and gasoline export lines) and

upstream flanges for the propane and butane vapour return lines.

1.1 Definitions and Abbreviations

2.0 SCOPE

This document together with all attachments and referenced documentation (datasheets, technical

specifications, standard drawings and design criteria for mechanical equipment (Doc. No. 4300-SAI-

S003-ISGP-G00000-AA-7704-00151)), defines the minimum requirements to be complied with the

design, engineering, Material supply, fabrication, testing, inspections, painting and preparation for

shipping for Nitrogen Bottle rack .

COMPANY Basrah Gas Company

CONTRACTOR Saipem S.p.A., executing the Out of Country (OoC) Contract

CONTRACTOR IC Sajer LLC, executing the In-Country (IC) Contract

BIDDER

The party that supplies equipment, technical documents & drawings and services to perform the duties specified by COMPANY and CONTRACTOR

CONTRACT Contract agreement entered between the COMPANY and CONTRACTOR

PROJECT ISG Assessment, Inspection and Rehabilitation for Um Qasr Marine Terminal

SITE Um Qasr Marine Terminal, in Iraq




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This specification shall in no way release the Bidder from final guarantee for design, materials, workmanship and Mechanical & performance guarantee of the equipment.

2.1 Extent of Supply

BIDDER shall, as a minimum, supply the equipment along with all necessary accessories as specified in Mechanical datasheet. Materials, accessories, painting, insulation, packing, marking, preservation and full documentation with the features, performances and safety requirements shall be as per this specification, Mechanical datasheet and design criteria for mechanical equipment (Doc. No. 4300-SAI-S003-ISGP-G00000-AA-7704-00151).

Equipment to be purchased

Items Equipment No Description Quantity

1 A-37301 Nitrogen Bottle Rack skid consists of following items as minimum:

- Two(2) Nitrogen bottle racks(48 bottles each, 6 Rows x 8 Columns) including filled Nitrogen bottles equipped with manual shutoff cylinder valve

- Manifold pipe

- Pressure reducing station complete with isolation Valve, Regulator, Pressure gauge and safety relief valve

- Cylinder valve ( Nitrogen filling point)

- Pipe Supports, as necessary

- CS Skid

- Nozzle and flanges, as required

- Earthing boss

- Pad Eyes/lifting lugs

- Name plate

Rubber matting and any other additional protection required to ensure spark proof in hazardous area Zone 2, IIB, T2 ( HOLD)

1

2 Special tools, if necessary( to be recommended by Supplier)

3 Spare Parts ( Refer para 2. 8 of this specification)

Exclusions:

Erection & pre commissioning, commissioning at site.

Concrete foundation, Anchors bolts Supply ( Footprint drawings, anchor bolt size & foundation load calculations are to be included in Bidder scope).

Storage at site. Bidders only provides storage procedures to allow adequate storage at site.

2.2 Conflicts

All conflicts between the requirements of this specification and related documentation shall be referred

to CONTRACTOR for clarification upon discovery.




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2.3 Changes and Additions

BIDDER obligation is to provide a complete equipment as per specifications listed in section 3.0, such that all facilities are safe, reliable and easily maintainable and operable, based on Contract requirements, CONTRACTOR specifications and standards, site conditions and Bidder experience.

Specific BIDDER equipment requirements and normal detailed design studies / options, coming out from design detail during the project progress are considered to be included in BIDDER scope of work and will not be a change order.

Typical changes on BIDDER supply that may occur and are considered as no change are listed herebelow; if a change cannot be clearly categorised using the criteria described herein, fair play will be used in resolution of the issue:

Additional information required for safety, operability and maintainability;

Revising and updating of all documents/dwgs. to reflect the actual design;

Field changes required for safety, operability or maintainability;

Changes required to meet the basic Contractor/Company Standards;

Additional equipment or facilities that are not currently identified because of technical Specifications errors or omissions.

2.4 Required Information from Bidder

Schedule of Prices.

Specification compliance ( Filled-in table of Compliance, Appendix1)

Conformity to project documents.

Deviation and clarification list.

Preliminary GA drawing with all principal dimensions including weight, COG and MOC details.

Special tools and tackles for installation or maintenance, if required..

Spare Parts List

Proposed delivery time from PO and delivery site.

Sub-Vendor List

Reference list of Bidder installation of similar size & material of construction.

Documents as per para 9.0 of this specification.

Terms and conditions if any.

BIDDER shall state in his offer the detailed schedule of supply, including but not limited to:

a) Schedule of Documents for Approval (refer also to Appendix 2). b) Schedule of selected sub-Bidder(s); c) Fabrication and shop testing schedule, showing FOB delivery milestone. d) Detailed price breakdown list for the supplied materials (itemized and bulk)

2.5 Assistance

2.5.1 Bidder Assistance at Bidder Premises

BIDDER shall include in his bid the attendance at the following meetings:

Kick-off meeting at Contractor offices

Pre-Inspection Meeting at BIDDER premises

2.5.2 Site Assistance

Not Applicable

2.6 Training and Company Personnel

Not Applicable




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2.7 Special Tools

The supply includes all the special tools necessary for installation and maintenance, as required and recommended by BIDDER.

2.8 Spare Parts

Spare parts shall be as followings:

a) Comissioning, Pre-Commissioning & start up spares:

Comissioning, Pre-Commissioning & start up spares shall be recommended by Bidder. These spares shall be part of Bidders scope of supply.

b) Two (2) years Operational Spares

Two (2) years Operational Spares shall be recommended by Bidder. Also Bidder shall provide the priced list only for these spares.

3.0 DESIGN CODE AND APPLICABLE DOCUMENTS

3.1 Design code

The following codes and standards in their latest edition including latest addenda shall be followed unless stated otherwise.

S. No.

Reference Code / Standard

Description

1 ASCE 7-05 Minimum Design Loads for Building and Other Structures

2 ASME B 16.5 Pipe Flange and Flanged Fittings (NPS Through NPS 24)

3 ASME B 16.9 Factory-Made Wrought Butt-welding Fittings

4 ASME SEC. II ASME Boiler & Pressure Vessel Code (Ferrous Material Specifications)

5 ASME SEC. V ASME Boiler & Pressure Vessel Code (Non Destructive Examination)

6 ASME SEC. IX ASME Boiler & Pressure Vessel Code (Qualification Standard for Welding & Brazing Procedure)

7 AWS D1.1 Structural Welding Code

8 API 526 Flanged Steel Pressure Relief Valve

9 ISO 9809-1 Refillable seamless steel gas cylinders

10 UBC-1997 Uniform Building Code Structural Engineering Design Provisions




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3.2 Shell DEP

S. No.

Reference Document No.

Description

1 DEP 30.10.02.31 Metallic materials Prevention of Brittle Fracture

2 DEP 70.10.90.11 SPARE PARTS

3.3 CONTRACTORs Project Specification, Data Sheets and Std. Drawings

3.4 GENERAL PROJECT SPECIFICATION

S. No.


COMPANY Document No.

Rev Description

1 000-ZA-E-09080 4300-SAI-S003-ISGP-G00000-JA-6017-00001

03A Project Document Numbering Procedure.

2 000-ZA-E-09300 4300-SAI-S003-ISGP-G00000-VA-6036-00001

01R QC Procedure for Material Procurement

3 000-ZA-E-09301 4300-SAI-S003-ISGP-G00000-VA-6036-00002

01R Expediting Procedure

S. No.



Rev Description

1 000-EA-E-40002 4300-SAI-S0003-ISGP-G00000-EA-7771-00001

03A Electrical requirement in package unit

2 000-SA-E-50012 4300-SAI-S003-ISGP-G00000-IN-5507-00002

02A Instrumentation Design Basis

3 300-GA-E-60076 430-SAI-S003-ISGP-

G00000-MP-7737-60076 02A Piping materials for service jetty

4 300-GD-B-86225 4300-SAI-S003-ISGP-U48000-PX-2365-00104

02A PID for Nitrogen Bottle Rack

5 300-PA-E-30002 4300-SAI-S003-ISGP-G00000-AA-7704-00151

03A Design Criteria for Mechanical Equipment

6 300-RA-E-20003 4300-SAI-S003-ISGP-G00000-RA-7754-00151

02A Painting Specification for Service Jetty

7 300-RA-E-20004 4300-SAI-S003-ISGP-G00000-MX-7755-00151

02R Insulation Specification for Service Jetty

8 300-RG-E-20002 4300-SAI-S003-ISGP-U48000-MS-2105-00151

03A Datasheet for Nitrogen Bottle Rack

9 300-ZA-E-03406 4300-SAI-S003-ISGP-

G00000-PX-7880-00003 04A Control Valve Process Data Sheet

10 300-ZA-E-03407 4300-SAI-S003-ISGP-G00000-PX-7880-00004

04A Pressure Safety Valve Process Data Sheet




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S. No.



Rev Description

4 000-ZA-E-09302 4300-SAI-S003-ISGP-

G00000-VA-6042-00001 01R

Shipping and Custom Procedure

5 000-ZA-E-09303 4300-SAI-S003-ISGP-

G00000-VA-6042-00002 01R Packing and Marking procedure

6 000-ZA-E-09310 4300-SAI-S003-ISGP-

G00000-VA-6042-00003 01R

QC requirement for Suppliers of materials, equipment and Services

7 000-ZA-E-09604 4300-SAI-S003-ISGP-

G00000-QA-6050-00001 03A

Quality Control Requirements for Suppliers, EPC Subcontractors and Construction Contractors (only for bidding phase)

4.0 AMENDMENTS AND ADDITIONAL TECHNICAL REQUIREMENT

4.1 Technical requirements

a. Nitrogen Bottles shall be designed & manufactured as per ISO 9809-1

b. Each bottle shall have a nominal Capacity of 50 litres of equivalent water volume, 10 NM3 of Gas volume , adjusted to a service pressure of 210 bar g, Equipped with manual shutoff cylinder, Pressure indicator gauge & valves.

c. Cylinders shall be seamless, manufactured from alloy steel (34CrMo) in accordance with ISO 9809-1. Cylinders shall be filled with industrial grade nitrogen, certificate of purity shall be provided. Purity of Nitrogen shall be Minimum 97%.

d. Cylinder working life before it goes under re-qualification / testing shall be two (2) years minimum.

e. Cylinders shall be dried immediately after hydrostatic testing to remove all traces of free water and shall be clean, free from rust and scale.

f. Rack shall be welded construction. Welding shall be in accordance with AWS D1.1.

g. Complete skid shall be provided with four (4) lifting pad eyes suitable for single point lift. A minimum lift load factor 2 shall be considered.

h. Each Nitrogen Bottle Rack shall be designed to have arrangements for fork lifting. Arrangement shall be provided to ensure removal/ placement of eack rack without disturbing the operation of standby/ spare rack.

i. Each rack shall be provided with name plate manufactured from SS 316 material.Name plate shall contain following details:

Design code

Service (material stored)

Design temperature and pressure

Service / working pressure

Capacity

Weights

Hydrostatic test pressure

Serial number

j. Technical requirements shall be as per para 6.0 of design criteria for mechanical equipment (Doc. No. 4300-SAI-S003-ISGP-G00000-AA-7704-00151)




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k. The anchor bolts calculation report with foundation loads table shall be submitted to the CONTRACTOR within 30 days from order date. The allowable stresses for the support/ Anchor bolt design shall be as per following:

For Anchor Bolts:

Allowable Shear Stress = 100Mpa

Allowable Tensile Stress = 150Mpa

For Base Plate / Foundation:

Allowable Stress under Compression= 165Mpa in bending compression and 185 Mpa is bearing.

4.2 Material

Vendor shall be responsible for the final material selection. Material selection for all components shall be based on the stream (industrial nitrogen) operating temperatures and pressures.

Preliminary material selections have been indicated in this specification and in Nitrogen Bottle datasheets. Vendor shall verify suitability of all material selections, or propose alternative materials for CONTRACTOR/COMPANY review and approval.

4.3 Nozzle loads

Piping system for package shall be designed to avoid any piping load transfer at tie-in point.

4.4 Welding

All Welding Procedure, WPSs and PQRs shall be aprroved by CONTRACTOR prior to fabrication and start welding and all the welding work shall be subject to Inspection and signing off. Welding Procedure Specifications (WPS) and supporting Procedure Qualification Records (PQRs) shall be in accordance with AWS D1.1. Subsequent welding shall conform to the later engineering standard.

4.5 Area Classification

Area classification shall be Zone 2, IIB, T2 ( HOLD).

4.6 Inspection level

The Nitrogen Bottle Rack shall have an Inspection Level I (HOLD).

4.7 Inspection and testing documents:

The Bidder shall supply the COMPANY with all the certificates (Manufacturer Data Book) in accordance with the dates and procedures specified in the order:

Certificates of materials;

Checks, examinations and tests specified in the contract documents and/or required by the reference codes;

Construction drawing;

Rubbing of name plate and/or marking.

4.8 Transportation load

Transportation loads shall be calculated based on Best Engineering Practices by the Transportation Contractor and, as minimum, conform to the following:




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Forces Transportation By Road Transportation By Sea

Fx 0.5 Ws 1.0 Ws

Fy 1.5 Ws 1.5 Ws

Fz 1.0Ws 1.5 Ws

Where Ws = Shipping Weight

These loads shall be confirmed by the Transportation Contractor.

5.0 QUALITY ASSURANCE REQUIREMENTS

BIDDER shall have and shall implement a quality management system in line with ISO 9000 series Standards and in particular with:

ISO 9001:2008 Quality Management System Requirements

The minimum Quality Assurance Requirement for Bidders to be implemented for the project and the BIDDER quality documentation to be supplied with the bid and after award of the purchase order are defined in the Doc. No. 4300-SAI-S003-ISGP-G00000-QA-6050-00001 Quality Requirements for Suppliers, EPC Subcontractors and Construction Contractors (only for bidding phase), see Attachment 4.

6.0 INSPECTION AND TESTING

6.1 General

Equipment shall be subject to the tests and check, before packing and shipment, according to the documents listed in the job and detailed specifications (see Attachment 4 and Data Sheet as listed in para 3.3).

BIDDER shall be primarily responsible for ensuring conformance of the materials to the relevant specifications. CONTRACTOR inspection shall not relieve BIDDER of ultimate responsibility of the material conformance.

The shop inspection and tests shall be in accordance to:

The requirements indicated in the specification/ Design Criteria.

The Mechanical Data Sheet listed in the para 3.3 of this specification.

BIDDER shall provide all testing facilities and equipment to allow testing of each part of the supply.

BIDDER, who is fully responsible of the supply, may perform additional test in accordance with his quality control plan.

BIDDER shall be fully responsible for inspections and tests on Sub-Vendor materials.

The factory tests shall be carried out by the BIDDER; CONTRACTOR and COMPANY reserves the right to send his own inspectors to witness tests to ensure that equipment are in accordance with the project specification, codes, drawings and any other document referred to in the purchase order.

The presence of CONTRACTOR and/or COMPANY inspectors shall not relieve the manufacturer of his responsibilities

6.2 Description of Tests

As a minimum the BIDDER shall carry out the tests in accordance with Mechanical Data Sheet.

6.3 Additional Test

The CONTRACTOR reserves himself the right to order particular tests to be agreed upon.




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6.4 Required Test and Inspection Certificates

On final test, the BIDDER shall give the certificates to CONTRACTOR in English language and number of copies agreed in the order.

7.0 PACKING AND SHIPMENT

The packing for shipment shall meet the previsions contained in the purchase order instructions and in agreement to the Specification (refer to Attachment 2).

All equipment shall be adequately protected to withstand several months outdoor storage at the job site prior to installation.

Packaging of spare parts shall be for long term storage, and shall be separate from the packing of main supply.

The process connections shall be protected with suitable plugs in order to avoid dirty inlet during transport and erection.

The BIDDER shall advise of any special transportation and storage precautions to be undertaken by the CONTRACTOR in order that the equipment guarantee remains valid.

8.0 BIDDER DRAWING AND DATA COMMITMENT

All the Bidder documentation will follow the requirement indicated in Appendix 2 Bidder Drawing and Data Commitment (SDDC) Form .

The words Buyer wherever used in the documents shall mean Saipem S.p.A..

The words Bidder wherever used in the documents shall mean Successful Bidder.

Bidder document numbering system will follow the indication in the Project Document Numbering Procedure Doc. No. 4300-SAI-S003-ISGP-G00000-JA-6017-00001. Bidder will be responsible to incorporate Company and Contractor comments.

9.0 HSE REQUIREMENTS

The safety of personnel and the preservation of the environment during all Bidder activities are of

paramount importance and no equipment, procedure or operation, which would violate this principle, will

be allowed. BIDDER shall consider a paramount importance to health and safety of employees and

protection of environment.

BIDDER shall comply with all regulations and procedures relating to health, safety and environment

requirement as detailed by statutory authorities and the CONTRACTOR/ COMPANY

Specifications/requirements, including the CONTRACTORs Project Specific HSE Plan.

During the bidding phase, BIDDER shall submit all the relevant documentation/details as per the

CONTRACTORs HSE Requirements for Subcontractors.

Corporate Specification HSE Requirements for Subcontractors (Low HSE Risk) (Doc. No. SPC-COR-HSE-001-E);

Project HSE plan ( 4300-SAI-S003-ISGP-G00000-HX-5798-00007)

All reasonable precautions shall be taken for the protection of the workers and the members of public and

property that might be affected by the Bidder activities.




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10.0 LIST OF ATTACHMENTS

ATTACHMENT 1: GENERAL PROJECT SPECIFICATION

S. No.


COMPANY Document No. Rev Description

1 000-ZA-E-85807 4300-SAI-S003-ISGP-G00000-HX-5798-00007

02A Project HSE Plan

2 000-ZA-E-09080 4300-SAI-S003-ISGP-G00000-JA-6017-00001

03A Project Document Numbering Procedure.

3 000-ZA-E-09300 4300-SAI-S003-ISGP-G00000-VA-6036-00001

01R QC Procedure for Material Procurement

4 000-ZA-E-09301 4300-SAI-S003-ISGP-G00000-VA-6036-00002

01R Expediting Procedure

5 000-ZA-E-09302 4300-SAI-S003-ISGP-G00000-VA-6042-00001

01R Shipping and Custom Procedure

6 000-ZA-E-09303 4300-SAI-S003-ISGP-G00000-VA-6042-00002

01R Packing and Marking procedure

7 000-ZA-E-09310 4300-SAI-S003-ISGP-G00000-VA-6042-00003

01R QC requirement for Suppliers of materials, equipment and Services

8 000-ZA-E-09604 4300-SAI-S003-ISGP-G00000-QA-6050-00001

03A Quality Requirements for Suppliers, EPC Sub-Contractors, Construction Contractors (For Bidding Phase Only)

ATTACHMENT 2: CONTRACTORS PROJECT SPECIFICATIONS, DATA SHEETS & STANDARD DRAWINGS

1 000-EA-E-40002 4300-SAI-S0003-ISGP-G00000-EA-7771-00001

03A Electrical requirement in package unit

2 000-SA-E-50012 4300-SAI-S003-ISGP-G00000-IN-5507-00002

02A Instrumentation Design Basis

3 300-GA-E-60076 430-SAI-S003-ISGP-G00000-MP-7737-60076

02A Piping materials for service jetty

4 300-GD-B-86225 4300-SAI-S003-ISGP-U48000-PX-2365-00104

02A PID for Nitrogen Bottle Rack

5 300-PA-E-30002 4300-SAI-S003-ISGP-G00000-AA-7704-00151

03A Design Criteria for Mechanical Equipment

6 300-RA-E-20003 4300-SAI-S003-ISGP-G00000-RA-7754-00151

02A Painting Specification for Service Jetty

7 300-RA-E-20004 4300-SAI-S003-ISGP-G00000-MX-7755-00151

02R Insulation Specification for Service Jetty

8 300-RG-E-20002 4300-SAI-S003-ISGP-U48000-MS-2105-00151

03A Datasheet for Nitrogen Bottle Rack

9 300-ZA-E-03406 4300-SAI-S003-ISGP-G00000-PX-7880-00003

04A Control Valve Process Data Sheet

10 300-ZA-E-03407 4300-SAI-S003-ISGP-G00000-PX-7880-00004

04A Pressure Safety Valve Process Data Sheet

ATTACHMENT 3: SHELL DEP

1 - DEP 30.10.02.31 Feb 13

Metallic materials Prevention of Brittle Fracture

2 - DEP 70.10.90.11 Feb12 SPARE PARTS




Job No.: 282402


Contractor Doc. No.

300-RG-E-20001


4300 SAI S003 ISGP U48000 MS 7771 00151 04A 16 of 20


APPENDIX 1: TABLE OF COMPLIANCE

The following table of compliance complete with each section/subsection of the present REQUISITION SPECIFICATION TEMPLATE shall be completed with the following statements:

A. Conform: Meet or exceeds the stated requirements.

B. Alternative: Alternatives are proposed which equals or exceed the intended provisions and justifications are provided for such alternatives.

C. Exception: Specification requirements cannot be met for a specific item/equipment. Not compliance are noted and explained.

SPEC. ITEM CONFORMS ALTERNATIVE EXCEPTION CLARIFICATION

1.0

1.1

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

3.1

3.2

3.3

3.4

4.1

4.2

4.3

4.4

4.5

4.6

4.7

4.8

5.0

6.1

6.2




Job No.: 282402


Contractor Doc. No.

300-RG-E-20001


4300 SAI S003 ISGP U48000 MS 7771 00151 04A 17 of 20


SPEC. ITEM CONFORMS ALTERNATIVE EXCEPTION CLARIFICATION

6.3

6.4

7.0

8.0

9.0

10.0

ATT. 1

ATT. 2

ATT. 3

APPENDIX 2




Job No.: 282402


Contractor Doc. No.

300-RG-E-20001


4300 SAI S003 ISGP U48000 MS 7771 00151 04A 18 of 20


APPENDIX 2 : PDDM BIDDER DRAWING & DATA COMMITMENT (SDDC)

INSTRUCTIONS:

1. BUYER completes the Drawing & Data Requirement Columns I thru VI with the following

(I) BUYER's Drawing/Data Requirement Reference Number. (II) Description of BUYER's Requirements for SUPPLIER Drawing/Data (III) BUYER's Document Code (refer to Note 5 for more information on BUYER Document Codes (IV) Priority Code:

Priority 1 = Critical for BUYER's plant design to maintain a cost optimized production schedule. HIGHEST PRIORITY DATA!

Priority 2 = Required to verify compliance with specifications and authorization to proceed with SUPPLIER's fabrication.

Priority 3 = Required for field installation, operation and maintenance plant data books (V) Type and Quantity = Type and number of copies of data required

P = Print E = Electronic File (VI) EXPECTED SUBMITTAL time in weeks after Receipt of Order (ARO), when the BUYER expects to receive the

drawings and data

2. SUPPLIER enters in Column VII (If not specified by BUYER) the PROMISED SUBMITTAL time in weeks After Receipt of Order (ARO). SUPPLIER must return the completed form to BUYER with his QUOTATION. SUPPLIER's authorized signature is required to certify his binding commitment. 3. The Due Date AT BUYER's OFFICE (Column VIII) will be entered by the BUYER at the time the P.O. is issued. The Due Date will be based on the Promised Submittal Time provided by SUPPLIER with his quotation (Column VII) and the Commitment Start Date. After P.O. award, the SUPPLIER must provide the BUYER the Drawings and Data specified on or before the Due Date 4. SUPPLIER's Transmittal Letter shall include the PROJECT NAME, CONTRACT NUMBER, PURCHASE ORDER NUMBER, BUYER's REFERENCE NUMBER (I) corresponding to SUPPLIER's drawing and data submitted (II). 5. For the turnaround period of the review and comments by BUYER, SUPPLIER shall consider the Issue Reason of documents (IX) as follow :

(i). Documents for Company Approval [A] Twenty-eight (28 days) calendar days for Saipem and Company comments

(ii). Documents for Company Review [R] Twenty-one (21 days) calendar days for Saipem and Company comments

(iii). Documents for Company Information [I] Seven (7) calendar days for Saipem comments Within 10 (ten) calendar days after the receipt of BUYER, comments, the SUPPLIER is requested to resubmit the documents with these comments incorporated.




Job No.: 282402


Contractor Doc. No.

300-RG-E-20001


4300 SAI S003 ISGP U48000 MS 7771 00151 04A 19 of 20


Buyers Drawing & Data Requirements Bidders Commitment

I II IV V VI VII VIII IX

S No Description Priority Type and Qty

Expected submittal (weeks)

Promised submittal ( weeks)

Date due at Buyer's Office

Issue Reasons

BIDDER DATA DELIVERABLES

1 MASTER DOCUMENT LIST 3 E 1

R

2 PRODUCTION BAR CHART 3 E 2

I

3 SPARE PARTS LIST 2 E 4

R

4 QUALITY PLAN ; INSPECTION AND TESTING PLAN ( ITP )

2 E 2

R

5

FABRICATION AND GENERAL ARRANGEMENT DRAWING WITH OVERALL DIMENTIONS, LOADS ON FOUNDATION, ANCHOR BOLTS (NUMBER./SIZE/LOCATION)

1 E 2 R

6 CALCULATION SHEETS, 2 E 2 R

7 WPS, PQRS AND WELDING MAPS 2 E 2 R

8 NDE PROCEDURES, HYDROTEST PROCEDURES

2 E 2 R

9 LOAD TEST METHOD 2 E 3 R

10 SHIPMENT DRAWING (SCALE 1: 20), WITH SHIPMENT INSTRUCTIONS

3 E 4

I

11 MANUFACTURER DATA REPORT INDEX

2 E 3 R

12 MANUFACTURER DATA REPORT (Including: As built drawings, Records, Certificates, WPS, Etc.)

3 E+2P 12

I

13 PAINTING PROCEDURE WITH DETAIL LIST OF SURFACES TO BE PAINTED

2 E 4

R

14 MONTHLY PROGRESS REPORT 3 E Per

Month I

15 SUB-ORDER LIST 3 E 2

I

16 COPY OF MAIN UN-PRICED SUB ORDERS

3 E 2

I

17 STORAGE PROCEDURE 3 E 3

I

18 PACKING LIST 3 E 10

I




Job No.: 282402


Contractor Doc. No.

300-RG-E-20001


4300 SAI S003 ISGP U48000 MS 7771 00151 04A 20 of 20


ATTACHMENTS