mps for transmission line

DOOSAN Doc No: T07119-DC01-P1-AE-142002 Rev :(0) Total Sheet : (273)

Technical Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

Material Purchase Specification of

150kV Transmission lines for

1x660 MW Cirebon Coal Fired Steam Power Plant

This Document is the property of Doosan Heavy Industries and Construction Co., Ltd., Chang-won, KOREA, and is to be used only for the purpose of the agreement with DOOSAN pursuant to which it is furnished.

Prepared By Anup Mahajan Date Dec 08, 2008 Anup Mahajan / Engineer Reviewed By Anup Dutta Date Dec 08, 2008 Anup Dutta / Manager Approved By Beag-Kyong Jeong Date Dec 08, 2008 Beag-Kyong Jeong / Manager Department : Electrical Engineering Team

Power Plant Business Group

DOOSAN Doc No: T07119-DC01-P1-AE-142002 Rev :(0) Page : 2


Record of Revisions

Rev Date Page affected Description of Revision

0 2008/12/08 None First Issue



Index

Section 1 General requirements

1.1 Introduction 1.1.1 Project descriptions 1.1.2 Scope of supply 1.1.3 Delivery schedule and Conditions 1.1.4 Submittals for Bidder’s proposal 1.1.5 Deviations and Clarifications 1.1.6 Language and Units 1.1.7 Contact information

1.2 General Design Conditions 1.2.1 Job-site location 1.2.2 Environmental condition 1.2.3 Noise level 1.2.4 Seismology 1.2.5 Electrical source 1.2.6 Applicable codes and standards

1.3 Drawing and document submittal requirements 1.3.1 List of drawings / documents to be submitted 1.3.2 Form and Size 1.3.3 Software 1.3.4 Numbering system 1.3.5 Review and Approval 1.3.6 Type and Quantity of submittal

1.4 Project management 1.5 Quality assurance

1.5.1 Test and inspection 1.5.2 Quality Inspection Plan (QIP) 1.5.3 Inspection and Test Procedure

1.6 Packing, Shipping and Storage 1.7 Warranty 1.8 Liquidated Damages

Section 2 Annexure

2.1 Technical Requirement for Transmission lines 2.1.1 Exhibit B-3 Special facilities 2.1.2 Exhibit L Inspection and Testing of Special facilities 2.2 Fill in Data Sheets 2.3 Terminal points 2.4 Price Schedule 2.5 Spare parts and Special Tools

2.6 Deviation/ Clarification list 2.7 Supervision & Training Fee 2.8 List of Sub-Suppliers 2.9 Shipping Dimensions



2.10 Site plan and Construction Interfaces (Exhibit 1B, 1C,2A, 2B and 2C) 2.11 Project Management

2.12 Packing and Shipping Procedure 2.13 Grid management Code 2.14 Quality Requirement 2.15 Civil Foundation Details



Section 1 General requirements

1.1 Introduction 1.1.1 Project descriptions

The coal fired Power Plant project consists of one Unit electric generating station. The Unit is designed to deliver nominal net capacity of 660 MW to the PLN Grid 150 kV System. The Unit will be financed, designed, constructed, tested, commissioned, owned, operated and maintained by the Cirebon Electric Power. The Cirebon Thermal Power Plant has been being developed by CEP, for the purpose of satisfaction of the electrical energy demand of Indonesia. The project consists of one (1) unit, having a Rating Output of 660MW. The unit and other facilities are targeted to be commercially operated as per following schedule: - Commercial operation of unit: May 31, 2011 - Power receiving date: April 01, 2010

1.1.2 Scope of supply This specification is intended to provide technical information and guidance for Engineering, procurement and Construction of complete 150kV transmission lines. Bidder shall provide a standard design for items within the scope of this specification which are not covered in detail by these specifications. The standard design shall be in accordance with accepted industry practices for electrical power generation as well as applicable standards, codes and local regulations.

The scope of supply shall include, but not limited to, design, supply, fabrication, assembly, erection and testing in order to complete four(4) circuits of transmission lines for taking over to PLN. The following scope of works is only indicative but enumerates all details.

a. Electrical Engineering / design including:

- Insulation Design

- Transmission Line design

- Calculation of Sag-Tension & maximum working tension

- Selection of tower scheme

- Grounding design

- Bill of material and list of all accessories

- Stringing & sagging schedule

- Laboratory testing

- All tests as per IEC, Indonesian standards to meet the PLN requirement



b. Civil Engineering / design including:

- Site survey and review

- Soil investigation work

- Measuring of soil resistance

- Structural calculation of foundation

- Foundation Design

- Structural Design

- Bill of material and list of all accessories

- All tests as per IEC, Indonesian standards to meet the PLN requirement

c. Overhead Conductors from Take off tower at switchyard boundary to the existing transmission line of PLN at interconnection point as per annexure 2.10

The conductor shall be as follows:

4 Circuits - 2 X Dove conductor

Contractor shall also provide optional price of replacing 2 circuits of 2 X Dove conductors by 2 X AC3 conductors

The hardware required for connection between Switchyard End Tower at Switchyard boundary and Transmission line First tower is in bidder’s scope of supply.

d. Outdoor Fiber Optic Junction box Installed at Transmission Tower at interconnection point for Suitable interface for SCADA, Telemetering and teleportation.

e. The RTU used for SCADA application shall be compatible with existing protocol i.e. IEC 60870-5-101

f. OPGW cable from Outdoor Fiber Optic junction box (mentioned above) to a similar Junction box (not in scope of supply) installed at the switchyard takeoff gantry

g. Required Galvanized shield wire as required in addition to the OPGW cables for lightning protection of transmission line.

h. Preparation of project report

i. Project management

j. Technical coordination with PLN for approval

k. Supply of all required Material / equipment (required to complete the job) supply including packing, shipping and delivery at site

l. All accessories and hardware including consumables for erection and commissioning up to commercial operation

m. Fabrication, Assembly, Protective coating

n. Technical and administrative work for getting Permits or Approvals from relevant local authorities including PLN.

o. Spares & special tools as necessary



The number of towers as indicated in the relevant annexure on this document are indicative Only; The successful bidder shall determine the actual quantity and type of the tower after finalization of the contract . 1.1.3 Delivery schedule and Conditions

a. Delivery date: …30 March 2009 b. Conditions : FOB at international port for overseas vendors

: FOB at site for Indonesian vendors c. Attendance to the receiving inspection

The contractor or his representative shall attend to the receiving inspection at jobsite to avoid any argument on the responsibility of damages, missing, or any visual defect of the delivered equipment/material. If the contractor fails to attend by the time mutually agreed, it shall be deemed accepted by the contractor to take any corrective action, if required, according to the purchaser’s inspection report.

1.1.4 Submittals for Bidder’s proposal

a. Price schedule Unit price to be provided for the items, as applicable, for considering the variation of quantity during execution phase.

b. Equipment list including type, quantity, manufacturer, etc. (All items to be supplied by Bidder)

c. Mandatory spare parts/special tools specified in this specification with unit price d. Manufacturer’s recommended spare parts/special tools e. Technical datasheet for all equipments.

f. Experience list of supply and good operation for similar rating of this project.

g. Statement of methodology in order to complete the contract satisfactory to the requirement of local regulation and/or Electricity authority.

h. Technical Specification, Outline & foundation drawings for equipment with catalogue i. Type test certificates j. List of sub suppliers/ subcontractors k. Project implementation schedule l. Deviations and Clarifications m. Scope of Supply n. Complete Project Schedule

1.1.5 Deviations and Clarifications



In principle, no deviations are accepted. However the bidder may propose alternative solutions if it is equivalent to or better than, commercially and technically, those stipulated in this purchase specification. In this case the bidder is requested to provide a detail explanation to allow the purchaser to assess its adequacy. It will be deemed that the bidder accept all the requirements of this specification unless the deviations are submitted with the bidder’s proposal.

1.1.6 Language and Units

a. Language : English b. Units : Metric

1.1.7 Contact information

Technical: Beag-Kyong Jeong

Electrical Engineering Department Thermal power plant business group

Tel : 91-124-439-8218 Fax : 91-124-414-7006 E-mail : [email protected]

Commercial: C.I.CHOI EPC PSM T/F Thermal power plant business group Telephone: 82-55-2786222 Fax : 82-55-278-8492 E-mail : [email protected]

1.2 General Design Conditions 1.2.1 Job-site location

The proposed site of the plant as located at Kanchi, Cirebon which is 250km east of Jakarta, Indonesia.

1.2.2 Environmental condition

Following data will be considered for the purpose of designing the electrical system/ equipment:

a. Maximum Temperature 37.2°C b. Minimum temperature 17.8°C c. Design ambient temperature of Electrical equipments:

Located indoor 40°C



Located outdoor 45°C d. Maximum ambient relative humidity 100% e. Average annual rain fall 2650mm f. Maximum 1 hour rain fall 100mm/hr g. Design wind speed 33m/s h. Seismicity Indonesian Seismic Code Zone 4 i. Mean sea level, MSL 0.00m

1.2.3 Noise level

a. At the boundary of the plant less than 45 dBA b. At 1.0m from each component less than 85 dBA

1.2.4 Seismology

Indonesian Seismic code (Zone 4) or UBC97 (Zone 2B).

1.2.5 Electrical source

a. Extra High Voltage 3 Ph, 150 kV ± 5%, 50 Hz ± 5%, solidly earthed

b. Generator Voltage 3 Ph, 23 kV ± 10%, 50 Hz ± 5%, earthing through NGT

c. Medium voltage 3 Ph, 11 kV ± 10%, 50 Hz ± 5%, resistance earthing

d. Low voltage 3 Ph, 380V ± 10%, 50 Hz ± 5%, solidly earthed

e. DC power 220V, +10%, -15%, unearthed

f. UPS power 220V± 2%, 1 Ph, solidly earthed

g. Lighting, plugs sockets and auxiliary power 220V± 10%, 1P +N, 50Hz ± 5%, solidly earthed

h. Welding Outlets 380V± 10%, 3P + E + N, 50Hz ± 5%, solidly earthed

1.2.6 Applicable codes and standards

Engineering, design, construction and testing of all proposed equipment will be carried out in accordance with the following applicable standards, codes and/or local regulations.

IEC (International Electro-technical Commission)

ISO (International Standard Organization)

ANSI/IEEE (American National Standard Institute)

NEC (National Electric Code)



NEMA (National Electrical Manufacturer’s Association)

JIS (Japanese Industrial Standard)

IPCEA (Insulated Power Cable Engineers Association)

UL (Underwriters Laboratories)

IES (Illuminating Engineers Society)

Local Regulations

Grid Code (PLN/Indonesia)

All electrical equipment and materials shall be designed, manufactured and tested in accordance with the latest applicable Publications of above standards.

1.3 Drawing and document submittal requirements 1.3.1 List of drawings / documents to be submitted

Refer to Annexure 2.1.1 (Page no. B-3-7 to B-3-14) to this specification. 1.3.2 Form and Size

a. Document cover sheet : To be provided after Contract b. Drawing form : To be provided after Contract

1.3.3 Software a. Drawings : AutoCAD 2006 b. Documents : Microsoft office 2003

1.3.4 Numbering system To be provided after Contract

1.3.5 Review and Approval a. Drawings and documents submitted to the purchaser shall be returned to the

contractor within 35 days after receipt. In case it is returned with the approval status 2 or 3, the contractor shall revise to incorporate all comments and resubmit within 15 days after receipt.

b. Approval status Status 1: Approved Status 2: Approved with comment. Work may proceed. Drawings to be revised and resubmitted. Status 3: Not approved. Work shall not proceed. Drawings to be revised and resubmitted. Status 4: For information Status M: Not acceptable for microfilm or reproduction. Clear copy to be submitted.



1.3.6 Type and quantity of submittal CEP Doosan Site Doosan HQ Remarks

Category E H E H E H

For Approval 1* 1

For Construction 1 1 5

As-Built 3 10 1 3

O&M Manual 20 3 2

Notes: a. E: Electronic file H: Hard copy b. * : to be submitted when requested c. All submittal shall be forwarded to Doosan HQ for distribution to CEP and Site office.

1.4 Project management a. The organization chart for contract execution shall be provided within 2 weeks after

contract. A representative who will be responsible for the implementation of contract shall be indicated.

b. Manufacturing schedule shall be provided within 2 weeks after contract for the purchaser’s approval. It shall be updated and included in the monthly progress report.

c. Monthly progress report shall be provided to report the works done and to be done, delays, issues, events, etc.

1.5 Quality assurance 1.5.1 Test and inspection

Refer to the Annexure 2.1.2 to this specification. 1.5.2 Quality Inspection Plan (QIP)

a. QIP shall be subject to purchaser’s approval and the following information shall be included in QIP as a minimum.

• Manufacturer • Item and quantity to be tested • Applicable tests by each process • Applicable standards and codes • Acceptance criteria • Hold point(H), Witness point(W), Review of test report(R) • Planned inspection date • Location of inspection • Further information as necessary

b. QIP shall be submitted within the following due dates. • 4 month prior to start manufacturing



c. The contractor shall give a notice of inspection date to the purchaser not later than the following schedule.

• 5 weeks before actual inspection date

1.5.3 Inspection and test procedure (ITP) a. ITP shall be subject to purchaser’s approval and the following information shall be

included in ITP as a minimum. • Inspection and test procedure • Applicable standards and codes • Acceptance criteria

b. In case of the inspection and test not covered by International/National standards and codes but by the manufacturer’s standards, the applicable manufacturer’s standard shall be provided along with ITP for the purchaser’s acceptance.

1.6 Packing, Shipping and Storage 1.6.1 Packing for transportation of equipment/material shall be done in accordance of

applicable international standards and shall be suitable for preventing any loss or damage during transportation.

1.6.2 Identification of each packing shall be done by providing the following information on the top and both side of packing using paint or stencil.

• The owner of goods • Contract no. • Freight no. • Pay item no. • Tag no. • Serial no. (for shipment by installments for single item) • Type of equipment/material • Type of packing • Gross weight • Net weight • Dimension (Width x Depth x Height cm) • Volume • Person in charge of packing / inspector • Port of shipping

1.6.3 The contractor shall provide the instruction and/or procedure for Handling, Transportation, Storage and Preservation for the purchaser’s approval.



1.7 Warranty 1.7.1 Warranty period shall be till the 31st of May, 2013 and, the warranty period shall be

extended one (1) year from Completion of correction for such part or element of the work supplier corrected. But, the warranty period shall not be exceed 31th of May, 2014.

1.7.2 For any defect occurred during warranty period, the contractor shall take remedy action immediately at his own cost.

1.8 Liquidated Damages

The LD clause for documents submission will be applicable under following conditions:

i The first issue of documents/ drawing (Generally through email basis)shall not be submitted for name sake regardless of its quality & shall be submitted as best quality of drawing & document.

ii. The commented documents shall be revised & resubmitted within 10 calendar days to avoid the LD.

iii. The LD clause is applicable for,” FA” documents/drawings, as defined in the documents submittal list by DOOSAN.

iv. Liquidated damages shall be 500 UDS/day (Max of 10% agreed amount).



SECTION 2 ANNEXES

2.1 Technical Requirement for Transmission lines 2.1.1 Exhibit B-3 Special facilities 2.1.2 Exhibit L Inspection and Testing of Special facilities

2.2 Fill in Data Sheets 2.3 Terminal points

2.4 Price Schedule 2.5 Spare parts and Special Tools 2.6 Deviation/ Clarification list 2.7 Supervision & Training Fee 2.8 List of Sub-Suppliers 2.9 Shipping Dimensions

2.10 Site plan and Construction Interfaces (Exhibit I-1B, 1C, 2A, 2B and 2C) 2.11 Project Management

2.12 Packing and Shipping Procedure 2.13 Grid management Code 2.14 Quality Requirement 2.15 Civil Foundation Details

DOOSAN Page: 1


ANNEXURE-2.1

TECHNICAL REQUIREMENTS FOR

TRANSMISSION LINES

DOOSAN Page: 1


ANNEXURE-2.1.1

SPECIAL FACILITIES

B-3 SPECIAL FACILITIES

(APPENDIX I, PPA)

- B-3-i -

TABLE OF CONTENTS

I. DEFINITIONS II. GENERAL III. INTERCONNECTION POINTS IV. ELECTRICAL INTERCONNECTION FACILITIES V. SPECIAL FACILITIES V.A TRANSMISSION LINE V.B CONSTRUCTION INTERFACES VI. PLN DESIGN REVIEW OF SPECIAL FACILITIES VII. REFERENCE DRAWINGS AND EXHIBITS PROVIDED BY SELLER

- B-3-1 -

(APPENDIX I, PPA)

SPECIAL FACILITIES I. DEFINITIONS

All capitalized terms shall have the meanings given to them in the Power Purchase Agreement (the "Agreement") to which this Appendix I is attached, except as otherwise defined herein. "Construction Interfaces" shall mean the construction interfaces described in Section V.B of this Appendix I. "Electrical Interconnection Facilities" shall have the meaning in Section IV of this Appendix I. "Interconnection Points" shall have the meaning Section III of this Appendix I. “Special Facilities” shall mean the facilities listed under Section V.A and V.B to be designed, financed, constructed, tested and commissioned by SELLER and to be taken over in accordance with the “Taking Over” procedures in Appendix J. Upon Taking Over by PLN, PLN shall own, operate and maintain the Special Facilities. "Transmission Line" shall have the meaning specified in Section V.A of this Appendix I.

II. GENERAL

Transmission Line and the Construction Interfaces are all Discrete Elements of Special Facilities. SELLER shall design, construct and install the Special Facilities in accordance with Section 5.7.1 and Section 5.7.3 of this Agreement. Upon Taking-Over of the Special Facilities in accordance with Appendix J, PLN shall own, operate and maintain such Special Facilities as an integral part of the PLN Grid System.

III. INTERCONNECTION POINTS

The following table represents the Interconnection Points, which are defined as the physical points of on-going operational interconnection and jurisdictional boundary between the Plant and the PLN Grid System. This table represents the known Interconnection Points at this time but is not necessarily complete. The known Interconnection Points are further specified in Exhibits I - 1 attached to this Appendix.

- B-3-2 -

Operational Interconnection Interconnection Point(s)

A. 150 kV System 150KV transmission line termination at Plant Switchyard Gantry

(Please refer to Exhibit I-1) B. SCADA RTU Outdoor fiber optic termination panel at Plant Switchyard C. Telemetering Outdoor fiber optic termination panel at Plant Switchyard D. Relay Protection Outdoor fiber optic termination panel at Plant Switchyard E. Clock System Outdoor fiber optic termination panel at Plant Switchyard

IV. ELECTRICAL INTERCONNECTION FACILITIES

The Electrical Interconnection Facilities are facilities that are required to transfer electrical energy either from the Plant to the PLN Grid System, or from the PLN Grid System to SELLER. SELLER shall consult with PLN and PLN shall provide to SELLER, as reasonably necessary, copies of design and installation drawings and documents in relation to the interfaces with existing PLN facilities. Drawings, plans and other engineering documents and specifications for the Electrical Interconnection Facilities shall be subject to PLN review and approval as provided in Appendix A. The Electrical Interconnection Facilities for the Plant will include, without limitation, the following: a. Metering System located on the switchyard side of the 150kV Transmission

lines; b. Any other electrical equipment or devices located on the metering panel and

between the metering panel and the metering CT's and PT's; c. All related protective devices associated with the above equipment; d. All monitoring, control, communication and telemetering systems connected

to and associated with the 150 kV Metering System; e. All line related protective devices.

- B-3-3 -

V. SPECIAL FACILITIES

A. TRANSMISSION LINE

New four (4) circuits of 150kV transmission lines (double phi connection) connecting the Plant’s switchyard to PLN’s existing 150kV transmission lines between Sunyaragi S/S and Kebasen S/S will be provided by the SELLER. The following ratings will be used in the design subject to verification during the detail design: a. TOWER

1. Basic Span 350 m 2. Wind Span: - normal 400 m - broken 400 m 3. Weight Span: - normal 700 m - broken 700 m 4. Maximum Working Tension 3400 kg 5. Normal Ground Clearance 9 m 6. Live metal/earth clearance in still air and up to 1.8 m 10 degree swing (normal insulation spacing) 7. Minimum Insulation 1.3 m 8. Wind Pressure:

- conductor 40 kg/m - Steel tower 120 kg/m - insulator 60 kg/m

9. Safety Factor

- normal working load 1.5 - broken wire condition 1.1

10. Ambient Temperature

- maximum 35 0C - minimum 10 0C

11. Everyday Ambient Temperature 25 0C 12. Maximum Allowable Swing 40 deg 13. Clearance

These clearance will be maintained for the line under conditions corresponding at 80 0C for

- B-3-4 -

ACSR (max. conductor temperature) Minimum Vertical Clearance: a. Above normal ground, open & agricultural land 9 m b. Above pedestrian access 9 m c. At main road crossing 12 m d. Above tree 5.5 m e. At power circuit crossing (regardless of the 5 m voltage) from shield wire f. At the telephone line crossing 5 m g. Urban/inhabited area 12 m

14. Minimum height of earth conductor above upperline Later Conductor at tower

15. Vertical spacing between line conductor at tower Later (minimum)

16 Clearance between conductors of one circuit Later and tower climbing leg of the other circuit (minimum)

b. INSULATOR

1. Material Porcelain/ toughened glass 2. Safety Factor 3 3. Minimum Creepage Distance (per IEC- 31 mm/kV 815/1986) 4. Withstand Voltage: Power Frequency (Wet) 45 kV Puncture Frequency 130 kV Lightning Impulse (Dry) 125 kV

c. CONDUCTOR

1. Number of conductors per phase 2 (double) 2. Type of conductor DOVE

d. EARTHWIRE 1. Number of shield wire 2 2. Type of shield wire OPGW

e. LAND FOR 150 KV TOWER FOOTING Title for footing will be transferred to

PLN

- B-3-5 -

B. CONSTRUCTION INTERFACES.

The Construction Interfaces, set forth in the table below, are the physical tie- ins between PLN Grid System and the Special Facilities. This table represents the known Construction Interfaces at this time but is not necessarily complete. The known Construction Interfaces are further specified in Exhibits I - 2, attached to this Appendix.

Construction Interconnection Interface Point(s)

A. 150 kV System Transmission line interconnection point (Please refer to Exhibit I-2)

B. Control and Protection Outdoor Fibre Optic

Junction Box at Steel structure for T/L interconnection

C. SCADA RTU Outdoor Fibre Optic

Junction Box at Steel structure for T/L interconnection

VI. PLN DESIGN REVIEW OF SPECIAL FACILITIES

A. GENERAL To facilitate the design, engineering, construction and testing of the Special

Facilities, PLN and SELLER agree to coordinate and exchange design requirement, operation philosophy, and PLN system data with respect to those facilities. Based on PLN supplied system data, SELLER will be responsible for the design and implementation of Special Facilities. SELLER agrees to deliver drawings, plans and other similar design and engineering documents and specifications with respect to the interfaces for PLN review and approval in each case prior to commencement of construction activities for such facilities. Testing procedures for the Special Facilities, as required, will be subject to review and approval by PLN prior to commencement of testing.

- B-3-6 -

Upon receipt of any drawings, plans, testing procedures or similar documents, PLN shall have four (4) weeks to review the documents and either approve them or submit to Seller PLN’s comments regarding SELLER’s plan, which comments shall be consistent with the basic design and design criteria set forth in the volume(s) referred to in respect to the plans for such Special Facilities and shall be mutually addressed and resolved by the Parties. Failure of PLN to respond within such four week period shall be construed, for all purpose and irrevocably, as PLN’s approval of the documents as submitted by SELLER.

In the event that the Parties cannot reach a mutual resolution with respect to PLN

comments and concern regarding the design of Special Facilities within two calendar weeks, such comment, and concern shall be referred to an expert for resolution in accordance with the provisions of Section 17.2 of this Agreement.

- B-3-7 -

B. DOCUMENTS, DATA AND DRAWINGS TO BE ISSUED BY SELLER FOR SPECIAL FACILITIES DURING PROJECT IMPLEMENTATION

1. Procedures

Following the start of the Project, SELLER shall prepare and provide to PLN for review and approval of all drawings, schedules, calculations, documents, data and information necessary for the proper supervision by PLN of the Special Facilities work involved and to provide a detail and comprehensive record of all aspect of this Agreement. The extent of these submittals shall include but not limited to those specified, and shall be sufficiently comprehensive to fully establish that all parts and procedures to be used in performing the Special Facility Works comply with the objective of this Agreement and with requirements for installation, operation and maintenance. PLN shall have the right to require Seller to submit such additional information as may reasonably required. All drawings and documents prepared by SELLER or its contractors for this Agreement shall bear reference to “Cirebon Coal Fired Steam Power Plant 1 x 600 MW” in the title block. All documentation whether letters or drawings shall show the project title and number and shall be on ISO standard A-size sheets with the normal maximum size of drawing is A 1 size. PLN will not normally require to receive copies of detailed manufacturing drawings but SELLER shall make this available to PLN if so requested. All drawings shall be to scale and fully detailed and dimensioned. The material of which each part is to be constructed shall be indicated. All drawings submitted shall be prepared to a standard suitable for ultimate micro-filming. Each drawing shall be clearly stamped to indicate the applicable status e.g. For preliminary, For information, For Approval, For Construction, and As Built. Electrical schematic and wiring diagrams shall be arranged such that terminal blocks and terminal information is clearly shown and indicating incoming and outgoing cables and the location of the remote end of such cables. Circuit diagrams of all electrical equipment including printed circuit boards shall be provided sufficiently for comprehensive fault finding.

2. Submission and Approval

- B-3-8 -

SELLER shall submit six (6) copies of drawing to PLN for approval. If PLN is satisfied with the drawing, two (2) copies will be returned to SELLER marked with “Approved” stamp. If PLN is not satisfied with the drawing, two (2) copies stamped “Examined and Return with Comments” will be returned to SELLER with comments marked thereon and the drawing shall be amended, the revision letter affixed to the drawing Number revised and re-submitted for approval. Revised drawing shall have indicated on them the nature of the change, the reason for the revision and the location of the revision.

When submitting drawing for approval, including any prepared by contractors, SELLER shall certify that it has fully examined such drawings and that they comply with requirements of this Agreement.

PLN’s comments on these drawings and data shall be resolved by SELLER

and returned to PLN within four (4) weeks from the date of PLN’s comments. Approval of drawing by PLN shall in no way relieve SELLER of its

responsibilities under this Agreement. On receipt of approval by PLN, SELLER shall arrange for the “revision

column” of the drawings to be marked “approved by PLN on (date)”’ revise the issue letter of number, and forward four (4) copies to PLN for its used.

Any work done before the review of the drawings and data shall be at

SELLER’s risk and any necessary, within reason, design changes to comply with the requirements and objectives of this Agreement shall be made at no additional cost to PLN or delay to the Project.

SELLER shall submit to PLN for review and approval the following drawings,

data and documents: a. General data, drawings and documents:

• List and schedule of submittal data, drawings and documents. • A detailed design criteria of all equipment.

• Soil investigation.

• Description of cleaning, checking and testing procedure. • Layout Tower per type (typical) including clearance diagram and

swing conductor and insulator with tower body.

• Stringing Method Procedure.

• List of equipment which must be stored indoors and which can be stored outdoors.

- B-3-9 -

• General specifications covering type and design of all principal

components of the equipment.

• Material fully identified by referencing the appropriate standard of material used in the equipment. Also description of special equipment, if included, for dismantling and assembly of equipment.

• A complete bill of material and a list of all accessories furnished

for each equipment category or specification.

• An itemized list of all tools that SELLER will furnish with the equipment that are required for maintenance and repair of equipment.

• Complete field erection drawings which detail the location

installation and connection of all items not permanently installed at the factory. Each item to be field assembled shall have the same identification both upon the drawings and upon the item itself.

• Calculation for Electrical, Mechanical and Civil Works.

PLN will not necessarily examine in detail all submittals forwarded to him by SELLER and may at its option require submittals to be subject to its review or regard them as for information and record purposes. SELLER shall be responsible for any discrepancies, errors or omissions on the drawings and other particulars supplied whether or not such drawings and particulars have been reviewed by PLN. PLN shall require SELLER to make any changes to the drawings and data which may be necessary, in the opinion of PLN, to make the works conform to the intent of this Agreement until full acceptance of the equipment by PLN.

b. Data, drawings and documents to be submitted within one (1) month Within one month of the date of the award to subcontractor for the contract

to design, construct and install the Special Facilities, SELLER shall submit the following:

• Contract Network Schedule

• Overall layout and general arrangement of all major equipment for

the Plant (including substation building, switchgear, control and relay panels) giving foundation requirements showing locations, dimensions, load and details of cable trenches required.

- B-3-10 -

• Single line diagrams of main electrical system for the Plant (substation and ac & dc auxiliary services).

• Protection & Metering Diagrams.

• Block Logic Diagrams.

• Control Configuration, if furnished.

• Four (4) copies, in English, of all codes and standards approved for

use on this Agreement.

• Quality procedures and inspection schedule.

c. Data, drawings and documents to be submitted within two (2) month

Within two months of the date of the award to subcontractor for the contract to design, construct and install the Special Facilities, SELLER shall submit the following:

A Basis of Civil Works Design developed from statements of design intent

to describe concisely each section of the works, the provisions made for selection, the Names and Register Numbers of the computer programs used for the analysis and design, and the particular editions and revisions of all standards & codes include any relation or cross reference to calculations of proceeding design work.

SELLER shall prepare detailed calculation expanding the philosophy of the

basis of design. Calculations shall include concise statements on the reasoning behind the design decisions and acknowledgement of the behaviour of the whole structure and computations individual components.

Each calculation shall include reference to the appropriate basis of design. SELLER shall submit, under its letterhead, three copies of the required

calculations on A4 size paper. All computer print outs shall be bound into an appropriate binder. Input data

shall be verified and documentation shall be provided to show that the data evaluated in the calculation has been specifically used by the program to produce the final computer output.

Where computer is used, details shall be given of the software used and any

certification of validation by independent authorities provided as appropriate.

• Detailed civil drawings (including foundations steel structures, tower, piling works and others) providing all necessary information for the detailed civil works and building design for all transmission line works, together with a schedule of built-in items.

- B-3-11 -

• Complete equipment list of all items and equipment to be supplied

together with the name of the manufacturer or sub-contractor, country of origin, FOB delivery date.

• Schematic diagrams of all systems.

• Instruments lists, functional logic diagrams of control, alarms and

sequence interlocks.

• Test Tower Report.

• Drawing list summarizing all existing and proposed drawings of principal items intended for submission to PLN by SELLER, together with submission dates.

• Schedule of all AC and DC loads.

d. Data, drawings and documents to be submitted within three (3) months

Within three months of the date of the award to subcontractor for the contract to design, construct and install the Special Facilities SELLER shall submit the following: • Layout drawings for all electrical, mechanical and civil works.

• Block cable diagrams and diagrams of connections for all

equipment, marshalling boxes and control panels.

• Electrical schematic diagrams, including power, control, indication, protection and alarms.

• Detailed general arrangement and construction drawings for all

equipment.

• Route Map and Profile drawings including sagging.

• All welding procedures (both at Site and during manufacture).

• Access and supporting steel arrangement drawings.

• Schedule of SCADA Interface cubicle.

• Schedules of consumable items, lubricants and chemicals.

• Standard format schedules i.e. piping, valves, instruments, etc.

• Cable Block Diagrams and itemized cable schedules.

- B-3-12 -

• Detailed drawings of buildings including services.

• Workshop drawings of transmission line including foundation and

tower.

e. Data, drawings and documents to be submitted within four (4) months

• Full manufacturer’s data sheet on every type of device, equipment, or module which SELLER purpose to utilize in the control and instrumentation system including computer hardware and software, if furnished.

• Functional group control diagram, if furnished.

• Evidence of submission of plans for approval, where necessary, to

local authorities.

3. Revision of SELLER’s Drawings at Site.

During the erection and commissioning period it may be necessary for PLN to make revisions to already approved construction drawings. In such case SELLER shall provide to PLN at Site without unreasonable delay two marked-up prints detailing any revision made. Normal revisions of these shall then be made and issued to PLN as described earlier.

4. As-Built Drawings

Following the installation of the equipment, SELLER shall revise its drawings as necessary to show the “as-built” status. SELLER shall send three copies of the “as-built” drawings to PLN for approval.

5. Contract Drawings

After approval of the “as-built” drawings SELLER shall submit, for final record purpose, sets of all approved drawings as follows:

• 1 set electronic file such as: CD ROM on autocad for MS window

format • 1 set of full size transparencies. • 3 sets of full size hard copy.

These sets of drawings shall be submitted as a single submission to PLN. The transparency material shall be 0.075 mm thick polyester film.

6. Erection Drawings

- B-3-13 -

It is SELLER’s responsibility to ensure that field erection personnel have in their possession the latest available erection drawings of the type and quantity needed to perform the works.

7. Test and Records Before Shipment Before any equipment is packed or dispatched form SELLER’s or subcontractor’s works all relevant performance and other tests called for in this Agreement shall have been successfully carried out in accordance with appropriate codes and standard and to the satisfaction of PLN, who shall have received and approved the test results. Six (6) copies of mill and test certificates shall be supplied to PLN. SELLER shall supply at the ex-works stage six (6) bound copies of all certification, suitable indexed, to cover all performance tests of equipment.

8. Test Records

During all tests a complete and detailed log of observations and readings shall be made and certified copies submitted to PLN. The detailed test procedures, lists, logic diagrams, and protection & metering diagrams together with test results shall be correlative and presented as a single bound final test report to form a comprehensive set of test procedures and records of the tests conducted on the works. Six (6) bound copies of Final Test Reports shall supplied by SELLER to PLN.

9. Instruction Manuals

SELLER shall provide sets of well structured, comprehensive and coordinated manuals to fully describe all aspects of design, operation and maintenance of all equipment agreed under this Agreement including tools and testing equipment. The format of the document will be agreed with PLN before SELLER proceeds to assemble the draft manuals. Six (6) copies of the first draft of the manuals shall be submitted to PLN for review two (2) months before commissioning of the equipment. Six (6) copies of the final manuals shall be submitted to PLN one (1) month prior to the commencement of commercial operation or at the end of construction period whichever is earlier. SELLER shall also be held responsible for supplying additional information or replacing information to keep the manual complete, accurate and up date if field inspections of equipment indicate omissions or inaccuracies in the manuals. All manuals will be submitted to PLN complete in durable binders expected to last over multiple years and which facilitate addition or removal of information.

- B-3-14 -

10. Commissioning Test Procedure

To determine whether the equipment complies with the guarantees, SELLER shall carry out the commissioning test. SELLER shall submit detailed commissioning procedure for all equipment. Test schedule will be prepared by SELLER and the test shall be conducted in accordance with the “commissioning test procedure” submitted by SELLER and approved by PLN and complying with the specified guarantee conditions.

VII REFERENCE DRAWINGS AND EXHIBITS PROVIDED BY SELLER The drawings and exhibits listed bellow are provided by SELLER and are intended to illustrate the Special Facilities. Such drawings, attached to this Appendix I, are provided for “information only”.

Title Drawing No./Rev. Operational Interconnection Single line diagram operational interfaces Exhibit I-1A 150 kV Switchyard section operational interfaces (section view)

Exhibit I-1B

150 kV Switchyard plan view operational interfaces (plan view)

Exhibit I-1C

Construction Interfaces Single line diagram construction interfaces Exhibit I-2A 150 kV Switchyard section Construction interfaces (section view)

Exhibit I-2B

150 kV Switchyard plan view Construction interfaces (plan view)

Exhibit I-2C

DOOSAN Page: 1


ANNEXURE-2.1.2

INSPECTION & TESTING OF

SPECIAL FACILITIES

- L-1 -

EXHIBIT L

INSPECTION AND TESTING OF SPECIAL FACILITIES I. GENERAL

The Supplier shall develop and implement test procedures for the construction, start-up and commissioning of the Special Facilities in accordance with this Exhibit L. The Supplier shall provide all supplies required for the performance of such tests. The overall testing program for the Special Facilities shall consist of the following phases: (1) construction testing and (2) start-up and commissioning testing of equipment and systems.

II. INSPECTION, TESTING AND TAKING-OVER OF THE SPECIAL FACILITIES

A. Construction Inspection and Testing

The Supplier shall perform standard inspection and testing of the construction of the Special Facilities (including concrete compressive strength testing, soil compaction testing and electrical testing) in accordance with construction testing procedures which conform to the applicable requirements of the codes and standards specified in Appendix A of the Power Purchase Agreement. The construction testing activities shall include initial and preliminary check-out of equipment and systems installed during the construction period. The Supplier shall perform all such inspections and system check-outs during the construction period for the Special Facilities. The Supplier shall, no later than thirty five (35) days prior to the commencement of any construction testing of the Special Facilities, prepare and submit to the Owner the relevant test procedures in accordance with Owner’s Standards, applicable Laws, and Appendix A, Section 11 of the Power Purchase Agreement. The Owner and the Customer shall have the right to witness, pursuant to Section 5.6.2 of the Power Purchase Agreement, any construction tests of the Special Facilities. The Supplier shall notify the Owner in writing at least fourteen (14) days prior to the performance of such tests. If either the Owner or the Customer fails to witness any construction tests, the Supplier is not required to postpone such tests and neither shall such tests be treated as having failed as a result of the absence of either the Owner or the Customer.

B. Notice of Completion Upon completion of each Discrete Element (as defined below) of the Special Facilities and prior to the testing of such Discrete Element (if necessary), the Supplier shall notify the Owner in writing (the “Notice of Completion”) that such Discrete Element is complete except for minor items to be listed on the Special

- L-2 -

Facilities Punch List contemplated in Section C. For the purpose of this Section II, a “Discrete Element” or parts thereof for testing shall be the individual items specified in the definition of Special Facilities.

C. Certification of Completion The Owner, the Supplier and the Customer shall conduct a joint walkdown survey of the Discrete Element after receipt by the Owner of the Notice of Completion. The Owner shall notify the Supplier of the date for such joint walkdown survey. Such date shall be no later than four (4) Business Days after the date on which the Owner delivers a notice of completion to the Customer in respect of such Discrete Element pursuant to Appendix J of the Power Purchase Agreement. The Owner shall notify the Supplier of any defects or deficiencies identified in the walkdown survey, in addition to any completion items on the list of outstanding completion items (the “Special Facilities Punch List”). If the Owner does not advise the Supplier within five (5) Business Days after the joint walkdown of any additional defects or deficiencies as described in the first paragraph of this Section C, then the walkdown survey in respect of that particular Discrete Element will be considered as final and the Supplier will issue a notice to the Owner and the Customer to certify that such Discrete Element is complete except for items on the Special Facilities Punch List. This notice issued by the Supplier shall be final and binding on the Parties. If the Owner and the Customer does not participate in the joint walkdown in accordance with the first paragraph of this Section C, the Supplier may conduct the walkdown survey, independently. This walkdown survey will be considered as final and the Supplier will issue a notice to the Owner and the Customer to certify that the Discrete Element is complete except for items on the Special Facilities Punch List. This notice issued by the Owner shall be final and binding on the Parties.

D. Start-up and Commissioning Testing Thirty five (35) days prior to the commencement of any start-up and commissioning testing of the Special Facilities, the Supplier shall prepare and submit to the Owner relevant test procedures in accordance with Owner’s Standards, applicable Laws and Appendix A, Section 11 of the Power Purchase Agreement. The Owner and the Customer shall have the right to witness the performance by the Supplier of the start-up and commissioning testing of the Discrete Elements. The Supplier shall notify the Owner in writing at least fourteen (14) days prior to the date of such start-up and commissioning test. After any physical, mechanical or operating Discrete Element has been certified as complete in accordance with Section C above, the Supplier may complete any preparatory work necessary to permit start-up and commissioning testing if such Discrete Element requires start-up and commissioning testing. After completion

- L-3 -

of preparation work, the Supplier may conduct start-up and commissioning tests of the relevant Discrete Element. The start-up and commissioning tests shall, if applicable, be those prescribed by the vendor of the applicable equipment and otherwise shall be of a nature, insofar as practicable, to test the conformity of the elements involved to specifications, and to determine compliance with applicable warranties. Upon completion of the start-up and commissioning tests of a Discrete Element to the Supplier's satisfaction, the Supplier shall notify the Owner in writing that the Supplier has successfully completed the start-up and commissioning tests of such Discrete Element, and the Supplier shall ensure that each such notification contains the written results of the applicable Start-up and Commissioning test. The Owner shall, no later than seventeen (17) days after receipt of such notice, notify the Supplier in writing of any defects or deficiencies in the Discrete Elements being tested; otherwise, the start-up and commissioning testing of such Discrete Elements shall be considered completed on the date the Supplier completed such tests.

E. Taking-Over of the Special Facilities by the Customer Upon certification of completion, as specified in Section C above, and successful completion of the required start-up and commissioning testing as specified in Section D above, where applicable, the Discrete Element, without prejudice to the warranties of the Supplier in Article 19 of the Agreement, shall be accepted by the Owner (“Taking-Over”), provided that the Owner shall not be required to accept such Discrete Element unless the Supplier has delivered to the Owner a Taking-Over package consisting of all relevant manufacturers' operating and maintenance manuals and all design, engineering and testing data books for such Discrete Element. The Owner and the Supplier shall execute a Taking-Over certificate to document the transfer of the Discrete Element to the Owner. Upon Taking-Over, the Supplier shall be relieved of and the Owner (or the Customer pursuant to Appendix J of the Power Purchase Agreement) shall assume care, custody, control and risk of loss for such Discrete Element. The Owner shall accept any such Discrete Element notwithstanding the need to complete items on the agreed Special Facilities Punch List (such as painting, final cleanup and final grading for example), provided that no such item shall be of a nature as to interfere with the soundness or operability of such Discrete Element and provided, further, that this clause shall not relieve the Supplier from its obligation to complete items on the Special Facilities Punch List as soon as practical after the Taking-Over of such Discrete Element. The Supplier shall provide the Owner with as-built drawings of the Discrete Element no later than five (5) months from the date of any Taking-Over certificate for such Discrete Element.

F. Correction of Defects and Deficiencies If the Owner notifies the Supplier of defects or deficiencies (other than Special Facilities Punch List items) prior to certification of completion (as provided in Section C above) or during the start-up and commissioning testing period, the

- L-4 -

Supplier shall correct such defects and deficiencies. Thereafter, the Supplier shall issue a new Notice of Completion with respect to such items and the Parties will follow the procedures set forth above.

DOOSAN Page : 1

Technical Data Sheet Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

ANNEXURE-2.2

DATA SHEET FOR TRANSMISSION LINES

DOOSAN Page : 2

Technical Data Sheet Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

Annex 2.2 Data sheets for Transmission lines Data sheets for Transmission lines and associated equipments shall be submitted by the bidder with their offer.

DOOSAN Page : 1

Terminal Points Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet

)

ANNEXURE-2.3

TERMINAL POINT

DOOSAN Page : 2

Terminal Points Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet

)

Annex 2.3 Terminal points a. 150kV system:

i. Outgoing insulators, hardware and jumpering at take-off gantry at 150kV plant switchyard.

ii. Existing 150kV transmission line towers of Sunyaragi and Kebasen transmission lines. Refer to Annexure – 2.10 (Site Plan)

b. Outdoor Fiber Optic Junction box Installed at Transmission Tower at interconnection point for Suitable interface for SCADA, Telemetering and teleportation.

DOOSAN Page : 1

ANNEXURE-2.4

PRICE SCHEDULE

Price Schedule Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

DOOSAN Page : 2

NOTE: Please furnish unitized item prices

Price ScheduleRemarksNo. Total PriceItem description Q'TY Unit Unit Price

Price Schedule Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

DOOSAN Page : 1

ANNEXURE-2.5

SPECIAL TOOLS & SPARE PARTS

Special Tools Spare Parts Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

DOOSAN Page : 2

1 Special Tools

2 Spare Parts (Recommended for Two Years)

Special Tools & Spare PartsRemarksNo. Total PriceItem description Q'TY Unit Unit Price

Special Tools Spare Parts Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

DOOSAN Page : 1

Deviation & Clarification Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

ANNEXURE-2.6

DEVIATION & CLARIFICATION LIST

DOOSAN Page : 2

Deviation & Clarification Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

Annexure 2.6 Deviation & Clarification List Sl. No.

Section / Clause

No.

Subject ITB Specification Requirements

Deviation / Clarification Explanation Remark

DOOSAN Page : 1

Supervision and training fee Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

ANNEXURE-2.7

SUPERVISION AND TRAINING FEE

DOOSAN Page : 2

Supervision and training fee Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

A. Supervision Fee

No. Category No. of engineer

Period (Man-day)

Per-diem rate for normal wo

rking day

Overtime rate per hour

Living expense per cale

ndar day Air fare Remarks

B. Training Fee (at Site)

No. Category Period (Day)

Rate per day

Living expense per cale

ndar day Air fare Remarks

C. Training Fee (at Manufacturer’s shop)

No. Category Period (Day)

Rate per day Remarks

DOOSAN Page : 1

List of subsupplier Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

ANNEXURE-2.8

LIST OF SUB-SUPPLIER

DOOSAN Page : 2

List of subsupplier Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

No. Equipment Name of sub-supplier Country of Origin Remarks

DOOSAN Page : 1

ANNEXURE-2.9

SHIPPING DIMENSIONS

Shipping Dimensions Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

DOOSAN Page : 2

Dimension

H(m)

W(Φ)(m)

L(m)

HxWxL(m3)

per unit

HxWxL(m3)Total

Weight(ton)

per unit

Weight(ton)Total

Shipping DimensionsWeight

Shipping Port

(Nation)

ExpectedDelivery Date(site arrival)

REMARKSSI.NO. Description Unit Q'ty

Shipping Dimensions Doosan Heavy Industries and Construction Co. Ltd. (A4 Sheet)

ANNEXURE-2.10

Site Plan and Construction Interfaces

ANNEXURE-2.11

PROJECT MANAGEMENT

Progress Schedules/Reports

Section 1.1 Progress Reports.

The Supplier shall prepare and submit to the Owner a monthly progress report (a

“Progress Report”). The first Progress Report shall cover the period from the date of

the Notice to Proceed up to the end of the first full calendar month after the date of this

Agreement. The Supplier shall submit a Progress Report to the Owner monthly

thereafter, each within two (2) days of the last day of the period to which it relates.

The last Progress Report shall cover the period from the beginning of the last month

prior to Final Completion up to and including Final Completion. Each Progress Report

shall include the information set forth in Exhibit F (Form of Progress Report). Each

Progress Report shall include monthly updates to the CPM schedule in hard copy and

electronic format.

The Supplier shall deliver the Project Schedule to the Owner within thirty (30) days of

the date of the Notice to proceed or effective date. The Supplier shall prosecute the

Work in accordance with or in advance of the Project Schedule. In agreeing to the

Project Schedule and to complete the Work within the time required by this Agreement,

the Supplier represents that it has taken into consideration and made allowance for

delays and hindrances incidental to such Work, whether resulting from delays of

common carriers, delays in securing Equipment, or workmen, delays in securing

necessary approvals, charges, omissions, alterations or otherwise to the extent

included in the Supplier’s obligations under this Agreement, and understands that the

failure to complete the Work within schedule may cause Loss for the Owner.

Section 1.2 Project Schedule.

The Supplier shall develop the Project Schedule using critical path method (CPM)

precedence networking techniques, showing early start, float, late start, early finish and

late finish dates for all phases of the Work, including dates for procurement, fabrication,

assembly, installation, testing and completion, the shipping and delivery dates and the

Performance Test Completion Date and shall include the dates for accomplishing the

items. The Supplier shall provide CPM schedules with predecessor/successor logic in

electronic format (Primavera as long as the Supplier provides to the Owner

corresponding software at no additional cost) with hard copies of the monthly Progress

Reports. No significant alteration to the Project Schedule, or to such arrangements and

methods, shall be made without informing the Owner. If the progress of the Work does

not conform to the Project Schedule, the Owner may instruct the Supplier to revise the

Project Schedule, showing the modifications necessary to achieve completion within the

scheduled time for completion; The Supplier shall cooperate with the Owner in

coordinating the Project Schedule with those of the Owner’s other Suppliers for the

Facility and with the needs of the Owner.

EXHIBIT F

FORM OF PROGRESS REPORT

Each Progress Report submitted by the Supplier shall include the information set forth

in this Exhibit F. In those cases where the Supplier does not have anything to report,

the Supplier may include a statement of non-applicability.

1. Progress of Work.

The Supplier shall provide a brief narrative description of major activities

completed in the past month, major Work to be started in the coming month,

major Work to be completed in the coming month, major Work not completed

that should be completed and related events during the reporting period. The

Supplier shall report major items of Work that affect overall progress rather

than detailed statistical information.

2. Status of Engineering and Procurement Services.

The Supplier shall:

(a) describe the status of progress of the Work compared to the Project Schedule;

(b) estimate the dates for achievement of milestones; provide a summary of milestones and the percentage completion for the reporting period;

(c) quantify estimates of percentage completion of major Equipment;

(d) furnish a copy of the current progress schedule clearly showing the status of completion for each Work item and the date the status was made;

(e) provide manufacturing schedules, drawing and specification schedules and progress charts as appropriate to indicate the Work being performed;

(f) provide a summary of Work to be accomplished during the next reporting period.

3. Engineering, and Procurement Difficulties.

The Supplier shall describe unanticipated fabrication and installation difficulties

that could significantly increase Project costs or affect the performance of the

Work, such as latent conditions, serious job accidents, floods, labor difficulties,

quantity overruns, material shortages and similar events.

4. Agreement Status.

The Supplier shall describe the status of the Agreement, including such items as

existing or , required notifications, and any non-compliance with the terms of

the Agreement.

5. Critical Events and Dates.

The Supplier shall report important items and events, such as the dates of

arrival of each major Equipment item or component.

6. Inspections, Tests and Results.

The Supplier shall:

(a) describe any deviations from, or events or circumstances relating to, the Quality Control and Inspection Program;

(b) describe any inspections and tests performed and the results of such tests;

(c) describe any Defects or Deficiencies and the plans for correcting such Defects or Deficiencies;

(d) describe any particular problems arising from the inspections and/or tests;

(e) attach all test reports generated during the time period covered by this report not otherwise transmitted to the Owner under separate cover; and

(f) provide a summary listing of all test reports transmitted to the Owner during the reporting period.

7. Other Items of Interest.

The Supplier shall identify any events not reported elsewhere in the Progress

Report. Typical events include (but are not limited to): coordination meetings,

matter requiring continuing or follow-up action, public relations, important

visitors, and events relating to the Quality Control and Inspection Program and

the obligations of the Supplier set forth in Article 8 of the Agreement.

8. Earned Value.

The Supplier shall provide a cost development curve, including comparison of

scheduled expended, actual expended, schedule committed and actual committed

costs. The Supplier shall provide S-curves in each report showing accumulated

earned contract value utilizing values for completed milestones from the

Milestone Payment Schedule.

9. Summary of Change Orders.

The Supplier shall provide a summary of all approved and pending changes to

the Work as of the date of the report.

10. Total Amounts Committed above the Contract Price.

The Supplier shall provide a summary of the Change Orders as of the date of the

report that have increased the Contract Price (which summary shall include a

description of the Change Orders and the amount of the increase to the Contract

Price resulting from such Change Order).

TRAINING

The Supplier shall train the personnel of the Owner in accordance with the Work Scope

and Exhibit O (Training Program). Training aids shall be provided by the Supplier as

required to adequately present the subject material. The general topics of the training

shall encompass all information necessary for efficient, safe, prudent and proper

operation of the Facility, including start-up, operation, maintenance and repair. The

Contract Price includes all training. The training shall consist of (a) prior to Start-up

and Commissioning of the Facility, orientation training and classroom training at the

manufacturer’s factory in respect of the boiler, steam turbine, auxiliary systems and

major Equipment; (b) operational training during the Start-up and Commissioning of the

Facility; (c) distributed control system training classes at the facilities of the control

system’s manufacturer and/or other locations as the Supplier and Owner may agree;

and (d) chemical and environmental training, safety training and use of all required

training aids as necessary to comply with the requirements and as described in Exhibit

O (Training Program). The Supplier shall design and submit a training procedure to the

Owner within one-hundred and eighty (180) days after issuance of the Notice to

Proceed. If the Owner comments on the training procedure and schedule submitted by

the Supplier, the Supplier shall effect such changes to the extent reasonably possible in

response to such comments and resubmit the training procedures for the Owner’s

review within fifteen (15) days of receipt of such comments from the Owner. The

training documentation and instruction shall be in the English language. The Owner

shall pay for all travel, accommodation and living costs and expenses incurred by its

personnel to attend trainings.

Exhibit O

TRAINING PROGRAM

1. General

The Supplier shall provide to the personnel of the Owner the training necessary for the efficient, safe, prudent and proper operation of the Facility in accordance with the Agreement and this Exhibit O. The Supplier shall be responsible for the technical content and quality of the training program and shall prepare appropriate training aids for the training program and provide instructors with

knowledge and experience in the different aspects of power plant operation, maintenance and repair. The Supplier shall complete all training required by the Agreement and this Exhibit O on or before the Final Completion Date.

2. Training at the Manufacturer’s Facilities

The Supplier shall provide orientation training and classroom training with respect to the boiler, steam turbine, auxiliary systems, major Equipment and distributed control system at the relevant manufacturer’s facilities. All such training will be provided prior to Start-up and Commissioning of the Facility.

The Owner shall pay for all travel, accommodation and living costs and expenses incurred by its personnel to attend the training program. However the Supplier shall be responsible for providing the training facilities, training materials, training aid equipment, lecture fares and the training purposed transportation including commuting during the training period.

2.1 Operation

The Supplier shall provide training to operate each major item of Equipment during each stage of start-up, normal operation, abnormal operation, and shut-down of each individual item of Equipment and the Facility.

2.2 Maintenance

The Supplier shall provide training for the maintenance, repair and troubleshooting of each individual item of Equipment and the Facility.

A ’08.04.23 S.W.Jung Y.Y.Shin Y.Y.Shin First Issue Rev Date Prepared Checked Approve

d Details of Revision

Owner

Owner’s Engineer

Contractor

Sub-Supplier

PC T07119

Project 1 x 660 MW CIREBON COAL FIRED POWER PLANT

UAS Code DL01

Date Name Scale Unit Code P1

Prepared ’08.04.23 S.W.Jung KKS Code

ZEN Checked ’08.04.23 Y.Y.Shin

Approved ’08.04.23 Y.Y.Shin

Reg. No. 060001

Dept.

Title

Packing & Shipping Procedure

Rev. A

Document No. T07119- DL01-P1-ZEN-060001

Page-No. 1 of 51

FOR INFORMATION

555,GUYGOK-DONG,CHANGWON,KOREA PAGE 2 of 51 T07119-DL01-

P1-ZEN-060001 Packing & Shipping Procedure Rev. No. A

SUPERTECH DOOSAN Logistics Service Dept.

TABLE OF CONTENTS(목 차)

1. Scope (범 위)

2. Purpose (목 적)

3. Reference Document (참고 서류)

4. Packaging (포 장)

5. Package dimension and weight (포장 단위의 크기와 중량) 6. Selection of package style (포장 형상 선정) 7. Tagging Specification (꼬리표 부착 사양) 8. Marking Specification (표식 사양) 9. Packing List (포장 명세서)

10. Inspection (검 사)

11. Transportation and loading method (운반 및 적재 요령)

12. Loading method on mother ship and others (선적 요령)

13. Hazardous Goods (위험물 제품)

14. Packing style by each component (Component별 포장 형상)




1. Scope (범 위) This procedure is intended to specify the requirements of packing, marking and handling of the items for Cirebon Coal Fired Power Plant.

본 절차서는 Cirebon Coal Fired Power Plant 의 포장, 마킹 및 취급에 한 요구사항을 규정한다.

2. Purpose (목 적)

This procedure contains the requirements for packaging and transportation to protect the packages against an impact and vibration during transportation and variety climate condition. And also describes the packaging procedures to protect the packages against corrosion, contamination and physical damage during handling and long-term storage. 본 절차서는 운송 중 충격이나 진동 및 다양한 기후조건 등으로부터 제품을 안전하게 보호하기 위한 포장과 운송방법에 한 사양을 기재하며, 부식, 오염, 물리적 손상이나 취급 및 장기간 저장 시 제품을 손상시키거나 제품의 질을 저하시킬 수 있는 영향으로 부터 보호하기 위한 포장에 관한 방법을 기술한다.

3. Reference Document (참고 서류)

- The Contract Specification 4. Packaging (포 장)

4.1 General (일반 사항)

4.1.1 Before packaging the items, the inspection for paint shall be performed.

제품은 포장 전에 도장 상태에 한 검사가 되어야 한다.

4.1.2 Product should be pack after elimination of oil & rust before packing. 제품은 포장 전에 기름이나 녹 등의 이물질이 묻어 있으면 제거하고 포장한다.




4.1.3 Machined and unprotected metal surface susceptible to salt water or atmospheric corrosion will be coated with a suitable temporary preventive to

protect items from corrosion in transit and outside storage at site. 해수 혹은 기부식에 민감한 가공된 비보호 금속 표면은 수송 및 옥외 보관 시

부식으로부터 품목을 보호하기 위해 적절한 방청이 되어야 한다.

4.1.4 Lifting points will be clearly marked on the package and slinging shall be performed

on a specified location. Especially, the fixing lug (hole) shall be attached on steel frame. (Example : lifting lugs) 인양 포인트는 명확히 표기되어져야 하고, Sling은 정해진 위치에서 수행 되어야 하며, 특히, Steel Frame인 경우는 고정용 Lug(Hole)를 부착 해야 한다. (예 : 리프팅 러그)

4.1.3 The items shall be adequately blocked and strapped to prevent damage during transit, handling and storage. 제품들은 수송, 취급 및 보관 시 손상을 입지 않도록 적절하게 고정시킨다.

4.1.4 Small loose items or spare parts shall be packed separately.

소부재는 분리되어 포장 되어야 한다.

4.1.5 Non-flanged openings shall be covered with plywood or plastic cap using an approved adhesive tape. 비 플랜지 개구부는 합판이나 플라스틱 Cap으로 밀봉하고, 승인된 접착 테이프 를 사용하여 밀봉 한다.

4.1.6 Flanged openings will be protected by plywood or plastic cover with four bolts at

least. 플랜지 개구부는 Ply Wood (Min. 9 MM) Cover 또는 플라스틱 보호 를 씌우고 최소 4개소를 볼트로 체결한다.

Ply Wood or Plastic Cover




4.1.7 Sitka spruce or Radiata pine wood shall be used for packaging unless otherwise specified in the contract. 포장용 목재의 재질선택은 일반적으로 미송이나 외송을 사용하는 것을 원칙 으로 하나 별도 지정된 규격이 있을 경우에는 지정 규격에 따른다.

4.1.8 Wood packing material used in shipment for EPC shall be heat treated or fumigated according

to ISPM-15.(Except the wood packing material to be supplied to the country where is not requested to apply ISPM-15) - The heat treatment will require that the core temperature of the wood attain 56 ℃ and that the temperature be maintained for a minimum of 30 minutes. - The second method will require fumigation with Methyl Bromide. EPC 포장/운송에 사용되는 모든 목재류는 ISPM-15에 따라서 열처리 또는 훈증 처리 되어야한다.(ISPM-15 미 적용국에 공급되는 목재포장재는 제외할 수 있다.)

- 최소 56 ℃ 이상에서 30분 이상 열처리 - 또는 메틸 브로마이드 이용하여 훈증

4.1.9 Skid wood or wood bracing cannot come in direct contact with the commodity.

Contact surface between equipment and wooden skid will be protected by placing cushioning material (toilon or rubber pad) 스키드용 목재나 보강목은 제품과 직접 접촉해서는 안되며, 제품과 접촉되는

부위는 완충재를 사용하여 보호되어야 한다. (토일론 or 라바패드) 4.1.10 Stainless steel material and carbon steel material shall be packed separately.

스테인레스강과 탄소강은 분리하여 포장 한다. 4.1.11 Spare parts have to be packed using the water proof wooden case and sent separately from the

respective main shipment. Prior to packing, be sure to carry out customer’s witness inspection. 예비품(스페어 파트)은 본 제품과 별도로 분리하여 방수용 우드케이스 포장을 실시하여야 하며 포장 전 고객의 검사를 수행하여야 한다

4.1.12 Consumables have to be packed separately.

In particular, they must not be packed together with any kind of device or tools for temporary use. 소모품은 분리하여 포장해야 한다. 특히, 소모품은 임시용 Device나 Tool 등과 함께 포장

되지 않아야 한다.




4.1.13 Polymer sheeting used to protect insulation from moisture damage shall not include chlorides or

other chemicals that can release toxic or objectionable odors upon heating to operating conditions. 수분에 의한 Damage로부터 보온재를 보호하기 위해 사용하는 포장재에는 염화물 또는 운전중 열에 의한 악취 및 유해 물질을 발생할 수 있는 화학 물질이 함유되어서는 안된다.

4.1.14 Special attention must be given to shipping ducts and casing panel assemblies. Due to the construction of these casing panels, water may penetrate the liner and damage the insulation.(It is suggested as Fig. 4.1.14)

This consists of two large plastic sheets to completely cover the casing panel assembly from all side. Each plastic sheet is secured by piercing through the two outer rows of studs, then completing the insulation and liner plate assembly. The plastic sheet are then folded together to completely enclose the casing panel assembly. No plastic is to be located between the liner plate and the insulation. Finally, all seams are sealed with duct tape. The gage of plastic shall be appropriate for shipping, minimum of 0.25 mm thick. All plastic will be removed during boiler assembly, prior to insulating the construction casting joint, to eliminate burn-off during operation. 덕트, 케이싱 판넬 운송시는 특별한 주의가 요구된다. 이러한 케이싱 판넬의 구조상 빗물이

라이너 플레이트 사이로 침입하여 보온재에 손상을 줄 수 있다.

그림 4.1.14과 같은 포장방법이 제안된다. 두개의 플라스틱 커버로 케이싱 판넬을 전방향에

서 완전히 감싼다. 각 플라스틱 커버는 바깥쪽 두 줄의 스터드 볼트에 꼽아서 단단히 고정

시키고 나서 보온재와 라이너 플레이트를 완성한다. 그리고 플라스틱 커버를 접어서 케이싱

판넬을 완전히 덮는다. 어떤 플라스틱 커버도 라이너 플레이트와 보온재 사이에 설치 되어

서는 안된다. 최종적으로 두 플라스틱 커버는 접착테이프로 밀봉한다. 플라스틱 커버의 두

께는 최소 0.25 mm 이상으로 한다.

모든 플라스틱 커버는 보일러 설치중, 현장 보온재 시공전에 제거 되어야 한다.

[Figure 4.1.14 Suggested Insulation Protection]




4.2 Shell & Hotwell’s opened sides will be covered plywood and protected from foreign materials entering inside by covering upper side in plastic sheet.

In case of Shell packing, toilon (soft material) will be put between tube sheet face and protective plywood to prevent damage. (Refer to Fig 1) SHELL & HOTWELL의 OPENING 부위는 합판으로 봉하고, 그 위를 천막으로 보호하여 내부에 이물질이 투입되지 않도록 한다. SHELL 포장시 튜브시트면과 보호용 합판사이에 토일론을 넣어 손상을 방지한다. ▶ FIG. 1

4.3 Extended Neck and Transition will be protected from foreign materials entering inside by covering upper side in plastic sheet . (Refer to Fig 2) EXTENDED NECK과 TRANSITION은 위쪽을 천막으로 보호하여 내부에 이물질이 투입되지 않도록 한다. ▶ FIG. 2 [ TRASITION ] [ NECK ]

Timber

plastic sheet

Plywood




4.4 Items of Condenser(Miscellaneous components such as spray pipe, pad, plate & coupling etc)

will be transported safely by choosing the most reasonable among packing types according to their shape and specification.

콘덴서의 기자재는 품목의 형상 및 특성에 따라 BOX, B/D, SKID중 가장 합리적인 것을 선택하여 안전하게 수송할 수 있도록 한다.

4.5 Packing of carbon steel Tank & Drum parts (카본 탱크 및 드럼에 한 포장) 4.5.1 Hang the VCI put in net shape bag in the cabon steel Tank(Drum) after completing shot blasting

and cleaning inspection. (Refer to fig.4.5.1) The amount of VCI is 60g/㎥ 카본탱크 내부에는 표면처리 및 청정검사가 완료된 후 VCI를 그물 형태의 주머니를

사용하여 매달아 준다. 투입량은60g/㎥으로 한다.

4.5.2 After assembling manway, attach sticker the number of VCI in the tank and period of replacement at good visible spot.

탱크의 개구부를 조립한 후 개구부 주위 잘보이는 곳에, 탱크내부에 투입된 방습제의 수량과 주의마크를 스티커를 사용하여 부착한다.

4.5.3 Remove all VCI prior to installation (or construction) and replace the VCI every 6 month in case

of the period of preservation is more than 6 month. 기기 설치전에 방습제를 제거하고, 보관기간이 6개월이 넘을 경우 매6개월마다 교체한다.

▶ FIG. 4.5.1

(For Reference Packing Sketch)




4.5.4 Machined and unprotected metal surface susceptible to salt water or atmospheric corrosion will be coated with a suitable temporary preventive to protect items from corrosion in transit and outside storage at site.

해수 혹은 대기부식에 민감한 가공된 비보호 금속 표면은 수송 및 옥외 보관 시 부식으로 부터 품목을 보호하기 위해 적절한 방청이 되어야 한다.

4.6 Packing of carbon steel pipe (카본 스틸 파이프에 한 포장)

4.6.1 Flange faces shall be sealed with plywood(Min. thickness 9mm), bolted to the flange.A 1/8 inch rubber gasket or toilon is required for sealing. The diameter of bolts shall be at least on half against that of flange holes (Min. 1/2 inch) and bolts shall be used at least one-half the required quantity. (Refer to Fig 4.6.1)

플랜지에는 최소 9mm 두께의 합판을 어 볼트로 체결해야 하며, 밀봉을 위하여 1/8인치 고무 가스켓 이나 토일론을 삽입해야 한다.

볼트의 직경은 플랜지 구멍 크기의 1/2정도는 되어야 하고(최소 1/2인치), 볼트의 체결 수량은 적어도 플랜지 구멍 수량의 반은 체결되어야 한다. (그림.4.6.1 참조) ▶ FIG. 4.6.1

4.6.2 Non-flanged openings will be covered with plywood or plastic cap using an approved adhesive tape of low halogen and sulfur. 비 플랜지 개구부는 합판이나 플라스틱 CAP 으로 덮고, 저 할로겐 및 저 유황의 승인 접착 테이프를 사용하여 봉한다. 4.6.3 For carbon steel piping, openings shall be covered with polyethylene film, with the edge rolled back over the exterior pipe surface at approximately 2 inches. The edge of the film shall be sealed to the pipe exterior with at least two Passes of sealing tape. Then, a plastic cap shall be placed and sealed to the Exterior of pipe with at least two passes of sealing tape. (Refer to Fig 4.6.3)

Toilon or Rubber (Cushioning Material)

Steel Cover




모든 탄소강 파이프에 해서 폴리에틸렌 필름으로 개구부를 봉해야 하며, 개구부 에서 약 2인치 정도 길이 방향으로 노출시켜 접착 테이프로 2회 이상 감는다. 그 다음으로 플라스틱 캡을 씌우고 2회 이상 접착 테이프로 감는다. (그림.4.6.3 참조) ▶ FIG. 4.6.3 4.6.4 Carbon steel flange faces and machined surface shall be treated with a suitable rust preventive oil. 탄소강 재질의 플랜지면과 가공면은 적절한 방청유(tecytl 506)로 보호해야 한다.

4.6.5 For carbon steel piping, VCI(Volatile Corrosion Inhibitor) shall be placed

on inside of piping. The amount of V.C.I is 30g/㎥ 탄소강 파이프에 해서는 파이프의 내부에 기화성 방청제를 투입해야 한다. 투입량은 30g/㎥을 적용한다.

4.7 Packing of stainless steel pipe (Sus 파이프에 한 포장)

Carbon steel pipe Sus pipe




4.7.1 All of stainless steel piping shall be laid on wooden pallets or wooden box and bundled covered with polyethylene film to prevent contamination from entering sea water, dust etc. (Refer to Fig 4.6.3) 모든 스테인레스 배관은 목재 박스나 파레트위에 제품을 적재하고 해수나 먼지등의 오염물이 유입되지 않도록 폴리에틸렌 필름으로 포장 해야한다. (그림.4.6.3 참조) 4.7.2 Stainless steel materials and equipments shall be packed separately from

carbon steel materials. 스테인레스강과 장비는 탄소강 소재와는 분리하여 포장해야한다.

4.7.3 Almost straight type pipes up to 6inches in diameter and over 1.5m in length

which are easy to bundle shall be packed in bundles bound with steel wire or steel bands positioned at intervals of 1.5m or less.

직경이 6인치 이하이고 직선형의 파이프이면서 길이가 1.5m를 초과하는 배관들은 1.5m 정도의 간격으로 철사나 철띠로 번들 포장되어야 한다.

4.7.4 Packing must carefully secured that the rubber pad material(min.5t) shall be placed inside as a suitable cushion to protect and damage between steel banding and product.

스틸밴드와 제품이 직접 닿지 않도록 band 와 제품사이에는 rubber pad(min.5t)를 사용하여 보호한다. 4.7.5 Non-flanged openings will be covered with plastic caps or plywood covers and. Sealed with adhesive tape. 비 플랜지 개구부는 플라스틱 캡이나 합판으로 막고 접착 테이프로 봉한다.

4.8 Packing of small pipes and fittings(작은 배관류와 피팅류에 한 포장) 4.8.1 In case of small pipes and fittings which are likely to be slip out and

lost, wooden box shall be used. 분실하기 쉬운 작은 PIPE나 FITTING류의 경우는 목재 박스가 사용 되어야 한다.

4.8.2 All material and equipment packed in boxes will be blocked, braced and cushioned to prevent physical damage using wood blocks or plastic form

strip or gunny cloth. 박스로 포장된 모든 소재와 장치는 나무 각재, 플라스틱 고무 띠 혹은

헝겊 천을 사용하여 물리적인 손상이 발생치 않도록 완충 및 보강하여야 한다.




4.8.3 Bagged desiccants will be put inside boxes to protect against corrosion during shipment and temporary storage before erection. The amount of desiccant is 300g/㎥. 선적기간 및 설치 전 임시저장 시 부식을 막기 위해 봉지 형태의

건조제가 박스내에 놓여야 한다. 투입량은 300g/㎥을 적용한다.

4.8.4 When storage period is over 6 months, desiccant bags will be exchanged with new ones every 6 month. 보관기간이 6개월이 넘을 경우 방습제를 매 6개월마다 교체해야 한다.

4.8.5 Before installation on site, desiccant bags must be removed.

Site에서 설치전에 방습제는 제거 해야 한다. 5. Package dimension and weight (포장 단위의 크기와 중량)

Package size and weight shall be decided after considering the delivery condition and handling method. For the detail, refer to the following paragraphs.

포장 단위의 크기와 중량은 운송조건 및 화물의 취급상 합당하고 편리하게 활용되도록 포장 되어야 하며 기준은 아래의 각 항에 따른다.

5.1 Standard weight and length(표준 중량 및 규격)

The packaging shall be performed in accordance with the below standard in order to proper handling.

화물의 핸들링이 용이하도록 가능한 한 아래 규격의 범위 안에서 포장 작업이 이루어 지도록 하여야 한다.

항 목 (Item) 기준 (Standard)

중 량 (Weight) 2 .0Ton 에서 20 Ton 까지 (Between 2.0 ton and 20 ton)

길 이 (Length) 12.0 m이하 (12 meter or less)

폭 (Width) 2.4 m 이하 (2.4 meter or less)

높 이 (Height) 2.5 m 이하 (2.5 meter or less)




5.2 Maximum weight and dimension(최 중량 과 규격)

The maximum package size and weight shall be as below. It will be need to discuss with Doosan, if the maximum size and weight exceed the standard. 프로젝트에 따른 특성은 있지만 일반적으로 최 중량과 규격은 아래와 같은 범위

내로 하고 만일 초과 할 경우는 협의, 결정 해야 한다.


중 량 (Weight) 20.0 Ton 초과 (above 20.0 ton)

길 이 (Length) 12.0 M초과 (above 12.0 meter)

폭 (Width) 2.4 M 초과 (above 2.4 meter)

높 이 (Height) 2.5 M 초과 (above 2.5 meter)

5.3 Minimum weight and dimension (최소 포장과 규격)

The minimum package size and weight shall be applied to prevent loss or miss during

transportation as below. 화물의 분실 및 운송, 적재 시 탈락 등을 방지 하기 위하여 가능하면 아래 규정을

원칙적으로 적용 해야 한다.


중 량 (Weight) 2 Ton 이상 ( 2 ton or more)

부 피 (Volume) 1 CBM이상 (1 CBM or more)

6. Selection of package style (패킹 형상 선정)

Depend on the property, weight and shape of item, package type shall be selected as wood

case, crate, skid, bundle or pallet etc. Refer to the Appendix. 1 for the standard packing selection.

제품의 형상과 물성, 중량 등 외형적 형상에 따라 목재 상자(케이스, 크레이트) Bare, 스키드, 번들, 파렛트 등으로 구분하여 제품의 특성에 맞게 선별하여 포장한다. 포장 표준 선택은 APPENDIX. 1에 따른다.




6.1 Wood Case or Crate: 목재 케이스 또는 크레이트 (APPENDIX. 2 And 3)

6.1.1 This type of packaging shall be applied for the item requiring waterproof or small

pieces readily being missed. Needs special care for stacking during handling and transportation to prevent damage by contact between components. 본 방법은 방수 또는 비 방수를 필요로 할 경우나 소부재 등 분실될 우려가 있는 제품에 적용하며 핸들링 및 운송을 위한 적재시 다른 제품들간의 접촉에

의한 손상을 입지 않도록 하여야 한다.

6.1.2 Framed case shall be applied for the item, such as instrumentation or electric equipment, requiring complete protection from water or moisture. Tarpaulin or watertight sheet will be used inside case. Wood Case는 전기계장품, 밸브 및 기능품 등에 적용되며 물이나 습기로 부터 완전히 보호되어야 하므로 방수포, 또는 방수 Sheet로서 Case의 내부면 에 부착하여 수분 및 습기에 의해 제품에 손상이 가지 않도록 하여야 한다. 방수포의 재질은 폴리에틸렌계를 사용해서는 안 된다.

6.1.3 For the items requiring partial waterproof, a crate or open type crate shall be used. 크레이트 또는 개방형 크레이트는 국부적으로 방수가 필요한 일반적인 제품에 적용 한다.

6.1.4 All boxes should be designed in consideration of the weight when loading them. (The standards of KS(Korea Standard) and JIS(Japanese Industrial Standard) is applied to the Manufacture of boxes used for exports.)

모든 박스는 적재시 중량을 감안하여 설계되어야 한다. (KS 및 JIS 기준에 준한 수출용 박스 제작기준을 적용한다.)

6.2 Wood skid (목재 스키드) : APPENDIX. 4

This type of packaging shall be applied for the items, which are weatherproof and strong enough to external impact, such as steel column, vessel and harp assembly etc.. wooden skid and goods will be tightened with steel wire or stud bolts as Appendix 4. 비, 바람에 견디고 접촉 충격에도 제품의 손상이 우려되지 않는 것으로서 구조가

견고하며, 길이가 긴 제품의 Column, Vessel 및 Size가 큰 Harp등에 주로 적용되며 Wood Skid와 제품 간을 Steel Wire를 사용 하거나 Bolt로서 고정시켜 포장한다.




■ Skid width per package weight will be as below table.

Package 중량에 따른 Skid Width는 아래 표와 같다.

Net weight of package (ton) Skid Width (mm)

10 이하 (less than 10) 120

10.1에서 20 (from 10 .1 to 20) 150~180

20.1에서 30 (from 20.1 to 30) 180~210

30.1에서 50 (from 30.1 to 50) 210~240

50.1에서 80 (from 50.1 to 80) 240~300

80.1 and more 300

6.3 Bundle (번들): APPENDIX. 4

This type of packaging shall be applied for the items, which are weatherproof and simple shape. The quality of goods should not be affected by weather during transportation and storage as bundle. The bundle should be properly packed to protect goods from external impact during handling, transportation and storage.

이 방법은 물이나 습기에 견딜 수 있는 단순형상의 제품에 적용되며 노출 수송 및 보관에 장애가 없는 제품으로서 다른 제품과의 접촉에 의한 손상을 입지 않도록 해야 하며 핸들링 및 운송, 적재에 적합하여야 한다.

6.4 Bare Materials (원자재) This type shall be applied for the items, which are weatherproof and strong enough to external impact. This type of goods could be handled without packaging and also should

be proper for transportation, storage. 이 방법은 물이나 습기에 견딜 수 있고 다른 물건과 접촉에 의한 손상을 입지

않도록 해야 하며 포장하지 않은 상태에서 다룰 수 있어야 하며 또한, 운송, 적재 할 수 있어야 한다.

6.5 Pallet (팔레트) : APPENDIX. 5




This type of packaging shall be applied for the items, which are not enough to protect goods with skid or bundle. The skid or bundle for shell plates or thin plates could cause deformation on goods during transportation and storage. Needs special care for stacking this type to protect goods from damage.

두께가 얇은 Plate등 제품의 변형이 염려되는 운송 및 적재시의 단순 Skid, Bundle 만으로는 제품을 보호할 수 없는 경우에 적용되며 2단 적재 시 제품의 형상을 고려 하여 흠집이 발생 되지 않도록 주의해야 한다.

6.6 Steel Frame (철제 프레임)

This type of packaging shall be applied for the items such as stack, duct, module, and casing etc., which could be damaged easily due to big size and heavy weight. Special care shall be taken to protect the goods when they are stacked.

중량과 부피가 크고 변형 발생이 예상되는 Stack, Duct, Module, Casing등에 적용 되며, 다단 적재시 제품의 형상을 고려하여 흠집이 발생하지 않도록 유의한다.

6.7 Special Case (특수 케이스)

In case there is module assembly, Special case to be used for shipping and handling shall be designed considering weight and volume of module.

Module Assembly가 있을 경우, Shipping과 Handling시 사용되는 특수 케이스는 중량과 부피를 고려하여 설계되어야 한다.

7. Tagging Specification (꼬리표 부착 사양)

7.1 General (일반)

When more than one type of GOODS are packed together, tags shall be attached to

these items for field identification. (See APPENDIX. 8 : Form of Tag)

한 종류 이상의 제품을 함께 포장할 때, 현장 식별을 위하여 이 제품들에 테그를

부착하여야 한다. (APPENDIX. 8 : 테그 양식 참조)

7.1.1 Each item must be individually tagged. If all pieces of one particular and unique item

are to be packed together in one package (bag, box, sack, etc.), then only the

individual package must be tagged.




각각의 제품은 개별 테그를 부착하여야 한다. 만약 모두 제 각각이고 특정한 품목이 하나로 함께 포장될 경우 (빽, 박스, 쌕 등)각 개별 품목에 테그를 부착 하여야 한다.

7.1.2 For spare parts, each part shall be tagged, showing the following:

여유분에 해서, 각 부품의 테그는 아래의 내용을 표시하여야 한다.

Manufacturer’s unique part number

Description of the part

Expiry date for parts having a limited shelf life.

제조자의 특정 부품 번호 부품의 설명

저장 수명의 만료 일자

7.2 Contents of Tag (테그의 내용)

The SELLER shall use his own tags which must fully indicate all details as per form of tag.

판매자는 자신의 테그를 사용하여야 하며, 테그 양식에 따라 모든 상세 사항을

표시 하여야 한다.

8. Marking Specification (표식 사양)

8.1 General (일반)

8.1.1 Markings for crated equipment to be applied in English with black non-fading paint using a block-lettering stencil. Alternative for non-crated items are a stainless steel engraved nameplate or plywood cutouts attached to the component. (Appendix. 6) 박스 제품은 표식은 영어로 잘 지워지지 않는 검정색 도료를 사용하여 스텐실 한다. 박스 포장이 아닌 제품의 표식은 스테인레스 이름표나 합판을 제품에 부착 토록한다. (Appendix. 6)

8.1.2 Bundles and loose items which are not suitable for application of shipping mark

directly onto bundles or pieces, must be supplied with at least one indestructible

stainless steel labels, one at each end, bearing the shipping marks. Labels shall be

tied to bundles or pieces with steel wire.




선적 표식을 적용하기에 부적절한 번들이나 비포장 품목들은 최소 1개소에 스테인레스 라벨을 각 끝단에 부착하여야 한다. 라벨은 번들이나 낱개품에 스틸 와이어로 묶어야 한다.

8.1.3 Necessary care marks and weight indication shall be stenciled at proper points

on each package as per Appendix.7 hereof.

주의 표식이나 하중 표식은 Appendix. 7에 따라 각 포장품의 적절한 위치에 스텐실 되어야 한다.

8.1.4 Damage to GOODS caused by improper application of care marks and weight

indication shall be the Supplier’s responsibility.

부적절한 주의 표식과 무게 표식으로 인한 제품의 손상은 판매자의 책임이다.

8.1.5 Letter Size (글씨의 크기) The letter for the shipping mark shall be readable from a distance, 5 cm in size. If unable to mark due to the size of package, letter size can be adjusted

Main Shipping Mark 와 부재Mark에 사용되는 글씨의 크기는 원거리에서도 구별되고 읽기 쉬워야 하며 글자크기는 5센티미터로 하고 마킹이 어려울 경우는 포장 사이즈에 따라 조정하여 사용한다.

8.1.6 Special Markings (조작과 적재를 위한 주의표시) : APPENDIX. 7

If necessary the figure mark such as KEEP AWAY FROM RAIN, SLING HERE and FRAGILE, it shall be indicated on package at least two places using RED color paint.

Keep away form rain, Sling Here, Fragile등과 같이 조작 또는 적재 시 그림마크가 필요하다

면 적어도 Package의 2개소에 빨강색 페인트로 표시한다.

8.2 Marking requirement (표식방법) 8.2.1 Shipping Mark(선적 표식) The packages have to be marked for shipping as described below.

패키지들은 아래와 같이 선적을 위해 Marking 해야한다. - The Shipping mark has to be clearly applied in conspicuous English printed words two times on

each package. 선적표식은 각 패키지별 2곳에 영어로 알아보기 쉽게 명확히 적용 해야한다.




- Shipping mark position : on two opposite long sides, on the top 선적표식 위치 : 긴 방향 양쪽면

- Color : Black 색상 : 검정

- Letter size : refer to above “Letter Size” 글씨 크기 : 위 “글씨의 크기” 참조

8.2.2 Packing Number-Structure and Explanation (패킹번호 부여방법)

The packing numbering system will be issued from Doosan PM department. Prior to record the supplier shall verify that the packing numbering systems are

the same as the documents issued from Doosan PM department. 패킹번호 부여방법은 두산중공업 PM으로부터 발행된다. 공급자는 패킹 번호 부여방법이 두산중공업 PM에서 발행한 문서와 동일한지

기록하기 전에 확인해야 한다. SHIPPING MARK

PT CIREBON ELECTRIC POWER

PROJECT : CIREBON 660MW COAL FIRED POWER PLANT

CONSIGNEE : TO ORDER OF PT. CIREBON ELECTRIC POWER(CEP)

CONTRACTOR NO :

PACKAGE NO : # OF #

GROSS WEIGHT : ### KG

NET WEIGHT : ### KG

DIMENSION : L X W X H Cubic Meter

PORT OF LOADING : [SPECIFY THE PORT OF LOADING]

PORT OF DESTINATION : JAKARTA/CIREBON PORT

OR JAKARTA AIR PORT, INDONESIA

SHIPPER : DOOSAN HEAVY INDUSTRIES & CONSTRUCTION CO., Ltd

OR [NAME OF THE CONTRACTOR] ON BEHALF OF DOOSAN.




9. Packing List (팩킹 리스트) 9.1 Contents of Packing List (팩킹 리스트 내용) : APPENDIX. 9

The following information shall be included

다음의 정보를 반드시 포함하여야 함:

. Packing list number and date (SELLER’S own)

. Name and address of the SELLER

. Consignee and notify party (To be advised later)

. Project Name and Contract No.

. P.O number

. Item number shown on the P.O / tag number, if any

. Item description

. Shipping mark

. Packing style for each package

. Package number

. Net weight, gross weight for each package in kilogram (kgs)

. Dimension in L x W x H and measurement in cubic meter (m3) for each package

. Total gross weight and measurement of packages

9.2 Special remarks on Packing List (팩킹 리스트상의 특별 주의사항)

9.2.1 Packing list must show the full details of contents for each package.

팩킹 리스트는 각 팩키지의 전체 상세 내역을 표시해야 한다.

9.2.2 One copy of the packing list shall be placed in a waterproof envelope inside

each package. A second copy shall be attached securely to the outside of the package and protected by a plate of e.g. zinc sheet, light metal or similar. 팩킹 리스트 사본 1부를 각 포장 내부에 방수 봉투 안에 넣어야 한다. 또 다른 사본 1부는 방수 봉투에 넣어 포장 외부에 부착해야 하며, 아연판, 경금속 등의 판으로 보호

해야 한다.




9.2.3 In addition to the above packing list, two (2) additional copies of all packing lists pertaining to the shipments shall be placed in Case No. 1 of the shipment.

상기의 팩킹 리스트 외에 해당 항차의 전체 팩킹 리스트 사본 2부를 당 항차 1번 포장 내에 넣어야 한다.

9.2.4 Final packing list shall be sent by contractor to the responsible Doosan PM department for

preparation of package number within 15 days before delivery under the contract. 최종 팩킹 리스트는 계약납기 15일 전에 지정된 양식에 맞춰 두산중공업 해당 PM에 제출해야 한다.

10. Inspection (검 사)

The packing process / procedure shall be subject to inspection by the BUYER, or the CLIENT, or such

duly authorized agent appointed by the BUYER or the CLIENT during all

stages of packing work. 포장절차 및 절차서는 포장작업 모든 단계에서 구매자나 주문주 또는 구매자나

주문주에 의해 지정된 리인에 의해 검사를 받아야 한다.

11. Transportation and loading method (운반 및 적재 요령)

11.1 Direct contact to ground shall not be permitted. 모든 제품은 직접 지면에 놓아서는 안 된다.

11.2 Every package shall be placed on pallet or sleeper. 제품과 지면 사이에는 Pallet나 Sleeper가 준비되어 항상 그 위에 제품이 적치 되도록 해야 한다.

11.3 Wooden case, especially electric instrumentation, shall be protected from the weather using tent during transportation and stocked indoors. Wood Case로 포장된 제품은(특히, 전기 계장품)운송 중이거나 보관 시 우천 등에 직접적인 영향을 받지 않도록 Tent로 보호하고 옥내에 보관하여야 한다.




11.4 Enough numbers of sleepers shall be used to prevent excessive deformation due to rock and roll during transportation. 변형이 우려되는 제품의 운송 시에는 변형 각도를 충분히 고려하여 Sleeper를 사용하여 운송 시 요동에 의한 변형을 방지 하여야 한다.

11.5 The deformation during storage shall be also considered and enough sleepers shall be placed under the item. 변형이 우려되는 제품의 적재 보관 시에도 변형 방지가 유지 될 수 있도록 Sleeper위에 적재 하여야 한다.

11.6 Package shall be fastened securely with chain or wire to prevent damage during handling and transportation. Especially, engineered lug and lacing shall be used for steel frame. 제품의 운반 시나 운송 도중 미끄러지거나 부딪히지 않도록 체인이나 와이어를 사용 하여 잘 고정시켜 운반하여야 한다. 특히, Steel Frame의 경우에는 사전 확보된 Lug (or Hole)에 Lacing을 하여 제품의 부딪힘을 방지 해야 한다.

11.7 The requirements described above shall be applied as same as on port and site.

상기의 장치들은 부두 및 현지에서도 동일하게 취급되어야 한다.

12. Loading method on mother ship and others (선적 요령) 12.1 If wire is used for handling goods, the protection cover shall be used on the contact point to protect

goods. 모든 제품에 와이어를 사용하여 핸들링 할 경우 와이어와 제품의 접촉 부위에도 보호 를 사용하여 제품의 Damage를 방지하여야 한다.

12.2 The sleepers shall be used on the ship as well as during storage to prevent direct contact between

goods and ground. 선적 및 야적 시에도 제품이 직접 지면에 닿지 않도록 Sleeper를 사용 하여야 한다.

13. Hazardous Goods (위험물 제품)

The packaging for inflammables such as paint or thinner material should follow the IMO code. The certificate according to the regulation should be submitted before shipment.




페인트, 신너 등 인화성 물질이나 화재의 위험 등이 잠재하는 제품의 선적 시에는 IMO(국제해사기구) Code에 따라 포장되어야 하고 “내용물 검정협의회” 의 규정에 따라 사전 검정 후 선적 전에 증명서를 제출하여야 한다.

14. Packing style by each component (Component별 포장 형상) : APPENDIX. 10

Appendix 10 shows various type of packing per item. 일반적인 제품의 Component별, Style별, Sketch Drawing 및 실적 참고사진을 나타낸다.




APPENDIX. 1 PACKING STYLE CRITERIA

Category Item

Water Proof Case

Crate

Skid

Pallet

Bare

Wooden Bundle

Steel Frame

Special Case

Steel Bundle

Container

1.1 Furnace Header ●

1.2 Superheater Header ●

1.3 Reheater Header ●

1. Header

1.4 Economizer Header ●

2.1 Vertical & Roof Wall ●

2.2 Backpass Wall ●

2.3 Sprial Wall ●

2.4 Hopper Wall ● 2. Roof & Panel

2.5 Superheater Panel ●

4.1 Final Superheater Tube ●

4.2.LT Superheater Hor Tube ●

4.3 Reheater Front Platen Tube ●

4.4 Reheater Rear Spaced Tube ●

4.5 Economize Tube ●

Ⅰ. Pressure

Part

3. Tube




Category Item

Water Proof Case

Crate

Skid

Pallet

Bare

Wooden Bundle

Steel Frame

Special Case

Steel Bundle

Container

1.1 Column ●

1.2 Bracer ●

1.3 Bolt/Nut & Washer ●

1.4 Splice Plate ●

1.5 Platform ● ●

1.6 Hand Rail ● ● ●

1.7 Grating ●

1. Steel Structure Column

1.8 Ladder ● ●

2.1 Top Casing ●

2.2 Side Casing ●

2.3 Insulation ● ●

Ⅱ. Non- Pressure Part

2. Casing

2.4 Liner Plate ●




Category Item

Water Proof Case

Crate

Skid

Pallet (shrink packing)

Bare

Wooden Bundle

Steel Frame

Special Case

Steel Bundle

Container

3.1 Template ●

3.2 Shell Plate ● ●

3.3 Personal Protect ● ●

3.4 Platform ● ●

3.5 Grating ●

3.6 Ladder ● ●

3. Stack

3.7 Handrail ● ● ●

4.1 Side Panel ●

4.2 Roof Panel ●

4.3 Floor Panel ●

Ⅱ. Non- Pressure Part

4. Duct

4.4 Liner Plate ●

1.1 Electrical Equipment ● ●

1.2 Instrument ● ●

1.3 Tools ● ●

1.4 Valve, Fitting, Bolt/nut ● ●

1.Mechanical

Equipment

1.5 Gasket, etc. ● ●

2.1 Insulation ● ●

Ⅲ. Others

2.Insula -tion 2.2 Fire brick Castable ● ●




Category Item

Water Proof Case

Crate

Skid


Bare

Wooden Bundle

Steel Frame

Special Case

Steel Bundle

Container

1.1 Steam, Steam Drain & Water System ● ● ●

1.2 Closed Cooling Water System ● ● ●

1.3 Demi. Water Distribution System ● ● ●

1.4 Distillate Water System ● ● ●

1.5 Oil Drain System ● ● ●

1.6 Condensate Drain System ● ● ●

1.7 Fuel Oil System ● ● ●

1.8 Fuel Gas Pressure Reducing System ● ● ●

1.9 Motor Operated Valve ●

1.10 Safety & Relief Valve ●

1.11 Compressed Air System ● ● ●

1.12 Emergency Diesel Generator ● ● ●

1.13 Piping ● ● ●

Ⅳ. B.O.P

1. BOP-M

echanical

1.14 Loose Item(Pumps) ● ● ● ●




Category Item

Water Proof Case

Crate

Skid


Bare

Wooden Bundle

Steel Frame

Special Case

Steel Bundle

Container

1.1 LP Casing ● ● ●

1.2 HIP Casing ● ● ●

1.3 LP Diaphragm ●

1.4 HIP Diaphragm ●

1.5 LP Rotor ●

1.6 HIP Rotor ●

1.7 Front/Middle Standard ● ● ●

1.8 TBN/GEN Bearing ●

1.9 LP/HP Valve ● ● ●

1.10 Lube Oil Tank ●

1.11 Stator Frame ●

1.12 GEN. Rotor ●

1.13 HP/LP Gland ● ●

Ⅳ. TBN/GEN

1. TBN/GEN-M

echanical

1.14 Loose Item ● ● ● ●




APPENDIX. 2 BOX AND CRATE CONSTRUCTION ■ 하부 받침각목의 Size는 지게차 작업이 가능하도록 Min. 120mm를 유지한다. The size of wooden support shall be kept 120mm in order to use a forklift truck.

Style. 1 Wood Case

Net weight 451 to 7,000 kg

Style. 2 Wood Case

Net weight up to 450 kg

Style. 3

Open Crate

Style. 4

Crate




APPENDIX. 3 MAJOR FRAME CONSTRUCTION OF CASE OR CRATE

No. Name

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Skid(활재) Header(머리목) Lower Frame Member(가로대) Strut(세로대) Upper Frame Member(가로대) Diagonal Bracing(대각재) Sheathing(판재) Rubbing Strip(밑받침목) Load Bearing Floor Member(부하목) Non-Load Bearing Floor Member(바닥) Top joist(천정보) Joist Support(보 받침대) Water Proof Material(방수자재) Water Proof Paper(방수지)

SIDE PANEL END PANEL

⑤

③

⑭

④④

⑦ ⑦

⑥⑥

③

⑬ ⑦

⑦

⑪ ⑫

⑦⑧⑭ ⑥

④ ②

①

SKID BASE

⑨

⑧① ②

⑩




▶ SKID (활재) W/T(TON) INTERNAL

LENGTH<1500mm INTERNAL

LENGTH<3000mm INTERNAL

LENGTH>3000mm ∼0.6 90 x 45mm 90 x 45mm 90 x 60mm 0.7∼0.9 90 x 45mm 90 x 60mm 90 x 60mm 1.0∼1.9 90 x 60mm 90 x 60mm 90 x 90mm 2.0∼2.9 90 x 60mm 90 x 90mm 90 x 90mm 3.0∼3.9 90 x 90mm 90 x 90mm 90 x 90mm 4.0∼7.4 90 x 90mm 105 x 105mm 105 x 105m 7.5∼12.4 105 x 105mm 120 x 120mm 120 x 120mm ▶ LOAD BEARING FLOOR MEMBER/HEAD (부하목/머리목) W/T(TON) INT.

WIDTH<1300mm INT.

WIDTH<2000mm INT.

WIDTH<3000mm INT.

WIDTH<4000mm ∼2.9 90 x 45mm 90 x 45mm 90 x 45mm 90 x 45mm 3.0∼3.9 90 x 45mm 90 x 45mm 90 x 60mm 90 x 60mm 4.0∼4.9 90 x 45mm 90 x 60mm 90 x 60mm 90 x 60mm 5.0∼7.4 90 x 45mm 90 x 60mm 90 x 60mm 90 x 90mm 7.5∼9.9 90 x 60mm 90 x 90mm 90 x 90mm 90 x 90mm 10∼12.4 90 x 60mm 90 x 90mm 90 x 90mm 105 x 105mm Wooden framed boxes for export packing shall be designed in accordance with JIS Z 1403 and KS(Korea Standard) Wooden Framed Boxes for Export Packing in korea. Basic data are as follows. 수출용 포장에 대한 나무 목상자 설계시 JIS Z 1403 및 KS에 따라 적용한다. 기본적인 자료는 아래와 같다.

Top sheathing Waterproof material

Joist Side sheathing Upper frame member Strut

Joist support

Aux. strut

Upper frame member Joist Top sheathing Waterproof material

Diagonal Waterproof material

Aux. strut Strut




SIZE(규격) ▷UPPER FRAME MEMBER(상부가로대) : 90x30mm ▷STRUT(세로대) : 90x30mm ▷DIAGONAL(대각재) : 90x30mm ▷JOIST SUPPORT (천정받침보) : 90x30mm ▷AUX. STRUT(보다리) : 90x30mm ▷SHEATHING(판재) : 15mm < 5Ton < 18mm(Lumber) 9mm < 5Ton < 12mm(Plywood) ▶ JOIST (천정보)

W/T(TON) INTERNAL WIDTH (내치수 폭)

SIZE OF JOIST (천정보 크기)

THE DISTANCE BETWEEN CENTERS

OF JOISTS(중심간 거리) I.W<2000mm 90 x 60mm 700mm

∼5.0 I.W>=2000mm 90 x 90mm 700mm I.W<1800mm 90 x 60mm 700mm I.W<2500mm 90 x 90mm 700mm 5.0∼6.9

I.W>=2500mm 105 x 105mm 700mm I.W<2000mm 90 x 90mm 700mm I.W<2500mm 105 x 105mm 700mm 7.0∼11.9

I.W>=2500mm 120 x 120mm 700mm I.W<1600mm 105 x 105mm 700mm I.W<2500mm 120 x 120mm 700mm 12.0∼

I.W>=2500mm 150 x 150mm 700mm ※ To prevent damage of box to be contacted with wire in handling, additional joists shall be inserted within boxes at least two or three timbers. 취급시 접촉되는 박스의 손상을 막기위해 내부에 최소 2∼3개의 천정보를 추가 작업요.




APPENDIX. 4 Steel Bundle And Wooden Skid

Wood Skid

Shipping

Mark

Center of gravity mark Sling mark

Main shipping mark (metal level)

30cm 50 cm

Or less

Sling mark

Polypropylene cloth

Steel Bundle




APPENDIX. 5

SHRINK WRAPPING

Under Layer(Edge Board)

Under Layer

(Edge Board)

Under Layer

Pallet For Shrink Wrapping

Under Layer(Deck Board)

Non-Framed Shrink Wrapping

Plywood(Min. 9mm Thickness)

Shipping

Mark

Shipping

Mark

Framed Shrink Wrapping

Shipping

Mark

Shipping

Mark




APPENDIX. 6 POSITION OF MAIN AND AUXILIARY SHIPPING MARKS

Front

Top

Side

FRAGILE

Top Mark Side

FRAGILE

Packing List Cover

Care Mark

Rear

Center of gravity mark

Sling mark

THIS END UP




APPENDIX. 7 CARE MARKS 필요한 주의표시는 화물 특성과 성질을 고려하여 각각의 패키지에 검정색으로 스탠실해야한다. Necessary CARE MARKS shall be stenciled in BLACK COLOR on each package considering the cargo characters and nature.

NO. KIND OF MARK SYMBOL REMARKS

1

CENTER OF GRAVITY

1) Indicating position of Center of Gravity. 2) Note 1)

2 SLING HERE

1) Indicating position where Sling Wire is

applied. 2) Note 1)

3 THIS WAY UP

1) Indicating Top Part (PACKAGE NOT TO BE TURNED UPSIDE DOWN)

2) This mark shall be stenciled on the upper right corner of 4 sides.

4 KEEP AWAY FROM RAIN

1) Indicating that contents are not to be WET 2) This mark shall be stenciled on the both

ends of each package.

5 FRAGILE

1) Indicating that contents are Fragile. 2) This mark shall be stenciled on the both

ends of each package.

6 MARK FOR DANGEROUS, OR POISONOUS

PUT A SYMBOL

1) Indicating that contents are of Dangerous, Poisonous Article.

2) This mark shall be stenciled on the both ends of each package.

7 STORING MARK

1) Indicating that contents should be stored indoor.

2) This mark shall be stenciled on the both ends of each package.

※ Note 1) 포장 치수 및/또는 중량이 아래 치수를 초과할 경우, “Center of gravity” 및 “Sling here”

마크를 추가 마킹해야 한다.




In the case that the dimensions and/or the weight of a package exceeds on of the values given below, the

handling marks, “Center of gravity” and “Sling here”, are to be applied additionally.

- Length : 400 cm

- Width : 200 cm

- Height : 200 cm

- Weight : 1,000 kg

APPENDIX. 8 FORM OF TAG

Details on Tag :

Equipment Tag No. : (1) (1) (Individual Equipment Tag Number)

P.O. No. : (2) (2) (P.O. No)

Item No. : (3) (3) (Item No. appeared in the P.O.)

Description : (4) (4) (Same description as in drawing, unless otherwise described in the P.O.)

Specification/Size : (5) (5) (Specification / Size in the P.O.)

DWG No./Part No. : (6) (6) (If drawing No. & Part No. are available)

Quantity : (7) (7) (Actual Quantity)

Remarks : (8) (8) (At the SELLER’S disposal)




APPENDIX. 9

Project: Taweelah A10 Power Project MASTER PACKING LIST

Consignee :

Gulf Total Tractebel Power Company

PO Box 52862, Abu Dhabi, United Arab Emirates

Notify :

Emirates National Shipping Services

PO Box 30180, Abu Dhabi, United Arab Emirates

Destination :

Taweelah A10 Power Plant Site

Abu Dhabi, United Arab Emirates

Mr. Jin Kon. Kim / Tel no. 971.50731.3914

ITEM NAME : Embedded Material for Stack & Steel Structure

Issued Date : 07/06/20 Packaging List No. TA10 - HRSG - 0001

Sr. No. Package Description Packaging Gross Net Volume Height Width Length Remark

No. Type kg kg ㎥ cm cm cm

MAIN STACK TEMPLATE #19,20

STEEL STRUCTURE TEMPLATE #19,20

2 TA10-19-0002 MAIN STACK ANCHOR BOLT/NUT/WASHER WOODEN BOX 1,411.0 1,311.0 1.4 192.0 103.0 70.0 #19




6 TA10-19-0006 STEEL STRUCTURE ANCHOR BOLT/NUT/WASHER WOODEN BOX 1,484.3 1,384.3 1.3 123.0 130.0 80.0 #19

7 TA10-20-0007 STEEL STRUCTURE ANCHOR BOLT/NUT/WASHER WOODEN BOX 1,484.3 1,384.3 1.3 123.0 130.0 80.0 #20

Total 11,129.6 10,429.6 12.6

450.0 2,417.0 4.4 70.0 140.0 1 TA10-19-0001 WOODEN BOX 2,517.0

Doosan Heavy Industries & Construction Co., LTD

SAMPLE

Project: Taweelah A10 Power Project

DETAIL PACKING LIST

ITEM NAME : Embedded Material for Stack & Steel Structure

Issued Date : 07/06/20 Packaging List No. TA10 - HRSG - 0001

NO. Description Packing Drawing No Item No UNIT Net Weight Remarks

Type No Q'ty Unit kg

MAIN STACK TEMPLATE (t15 x Ø5478 x 190) T01 4 SET 380.6




STELL STRUCTURE TEMPLATE (t10 x 300 x 350) TP1 10 SET








2 TA10-19-0002 MAIN STACK ANCHOR B/N/W (M56 X L1800) WOODEN BOX T06211-XT00-HNE-255801 A01 19 30 SET 1,311.0 #19




STELL STRUCTURE ANCHOR B/N/W (M30 X L380) WOODEN BOX 84 SET




Total 10,429.4

PACKAGE NO.Quantity

TA10-19-0001

6

19

20

19

20

1

T06211-XT00-HNE-255801

#19

#207

TA10-19-0006

TA10-20-0007

A01

A01

T06211-XT00-HA-255803

T06211-XT00-HA-255803

1,384.0

#19

#20

#19

#20

1,384.0

WOODEN BOX

19

20

T06211-XY00-HA-255803

447.5

447.5

Doosan Heavy Industries & Construction Co., LTD




APPENDIX. 10

Component Packing Style Sketch Remarks

Bare

Saddle Type

Skid

Skid Type

1. Drum

Water Proof Case

Drum Internal

IP & LP

HP Sleeper

Sleeper

HP

IP & LP

Skid

Skid





Special Case

Module

Harp Assembly (D-Top)

2. Module & Harp

Skid

Detail-1 (Header

Side)

Wood Size : Min. 12 t

Header의 높이에 따라 조정





Skid

Detail-2 (Support

Side)

Water Proof Case

ExpansionBellows

2. Module & Harp

Crate





Link Wood Crate

Link

3. Link & Manifolds

Pallet Raw Material





External Pipe

Skid

Manifold

3. Link & Manifolds

Water Proof Case

Fitting





Steel Structure-1

Steel Structure-2

4. Steel Structure

Skid

Steel Structure-3

Bolt/Nut Wood

Steel Wire or Band

Steel Wire or Band Bolt/Nut Wood

Bolt/Nut Steel Wire or Band Wood





Steel Structure-4

Skid

Ladder

4. Steel Structure

Water Proof Case

Bolt/Nut/ Washer





Crate

Splice Plate

Handrail Steel Frame

4. Steel Structure

Steel Frame

Handrail

LW

H





Casing-1 Steel Frame

Casing-2

5. Casing

Water Proof case

Liner Plate





Stack Shell

Stack Shell

6. Stack Steel Frame

Stack Shell

4500 500

L

500





Steel Frame

Stack Hopper

Pallet Personal Protect

6. Stack

Steel Frame

Platform for Steel Frame

Max. 2.5M

Length

LW

H





6. Stack Steel Frame

Platform

Duct 7. Duct Steel Frame

Duct





Duct Steel Frame

Duct

7. Duct

Water Proof Case

Liner Plate

DOOSAN Rev: 0 Page : 1

Spec. for Civil Work Doosan Heavy Industries and Construction Co. Ltd. (A4

Sheet)

ANNEXURE-2.15

SPECIFICATION FOR CIVIL & STRUCTURAL WORK

DOOSAN Rev : 0 Page : 2


Sheet)

1.1 General

The scope of specification covers design, fabrication, proto-assembly, supply and erection of galvanized steel structures for Transmission line towers and its foundation. The scope shall include supply and erection of all types of structures including bolts, nuts, washers, hangers, shackles, clamps anti-climbing devices, bird guards, step bolts, inserts in concrete, gusset plate, equipment mounting bolts, structure earthing bolts, foundation bolts, spring washers, fixing plates and any other items as required to complete the job. The connection of all structures to their foundations shall be by base plates and embedded anchor / foundation bolts. All steel structures and anchor/foundation bolts shall be fully galvanized. One additional nut shall be provided below the base plate which may be used for the purpose of leveling.

1.2 Climatic Conditions

Cirebon site area falls in the climatic zone of humid zone. This is characterized by a hot summer (March to October) medium cool winter (November to February). The zone is covered by monsoon rains during summer or westerly rains during winter.

Maximum ambient temperature : +37.20C Minimum ambient temperature : +17.80C

Design ambient temperature : +270C

Maximum relative humidity : 98%

Minimum relative humidity : 49%

Design relative humidity : 80 %

Maximum sea water temperature : 31.50C

Minimum sea water temperature : 250C

Design sea water temperature : 300C



Sheet)

Average annual rain fall : 2650mm

Maximum 1 hour rain fall : 100mm/hr

Basic wind speed : 100km/hr ( 27.78 m/s)

Seismicity : UBC 97 Zone 2B

Final grade level : + 2.80 M above MSL

Highest astronomical tide : +0.65m above MSL

Mean sea level (MSL) : 0.00m

Lower water level : -0.45m below MSL

Lowest astronomical tide : -0.65m below MSL

1.3 Ground Elevation

The final grade level will be 2.80m above MSL is binding for all structures and buildings. Minimum level of pedestals (base of outdoor equipment/steel structure shall be: 3.0 M

above MSL) 1.4 Ground Water Level

The highest ground water table was established at an elevation of approximately 1.0m below the ground level of the existing bore holes. Consideration for detail design shall be given to the soil investigation report. However the Ground water level shall be considered in general at (-)0.5m.

1.5 Seismic Condition

As per the recommendations of soil test report, the following parameters may be adopted as per UBC-97 Design for seismic forces. Soil Profile : SE

Ca : 0.34



Sheet)

Cv : 0.64 Shear Wave Velocity : 200 m/sec These values are true for structures lying in zone 2B.

1.6 Wind Speed

All wind calculations shall be made in accordance with the relevant ASCE 7-05 using the following data : Basic wind speed : V = 27.78 m/sec Importance Factor : Iw = 1.15 (For building category III, IV)

Directional Factor : Kd = 0.85 (For Buildings and Trussed Towers)

1.7 Codes & standards

Design of switchyard structure for the project will be performed in accordance with the codes, standards, and methods established in the following sections. The latest edition of the following Codes and Standards along with addendums and amendments, if any, shall apply to the design work.

AISC(ASD) American Institute of Steel Construction (Allowable

Stress design)

ASCE American Society of Civil Engineers

ANSI/ASCE(1997) Design of latticed steel transmission structures (ASCE Standard 10)

ACI American Concrete Institute

ASCE/SEI(2005) Design of steel transmission pole structures (ASCE Standard 48)

UBC Uniform Building Code ISO International Organization for Standardization

SSPC Steel Structure Painting Council

UBC 97 Earthquake Loads (Chapter 16, Part IV)



Sheet)

ASCE 7-05 Live Load

ASCE 7-05 Wind Load

1.8 Basic requirements for structural steel works

For design of steel structures loads such as dead loads, live loads, wind loads etc. shall be based on ASCE 7-05. For materials and permissible stresses ANSI/ASCE(standard 10), ASCE/SEI(standard 48) & AISC(ASD) shall be followed in general. However, additional requirements given in following paragraphs shall be also considered. Structural steel shall meet the requirements of ASTM A 572 Gr. 50, ASTM A 36 or other equivalent The minimum thickness of member shall be as follows : Open section Closed section Main members 6 mm 4 mm Other members 5 mm 4 mm Redundant members 4 mm 4 mm Maximum slenderness ratios for leg members, other stressed members and redundant members for compression force shall be as per ANSI/ASCE(standard 10), ASCE/SEI(standard 48) & AISC(ASD). Minimum distance from hole centre to edge shall be 1.5 times bolt diameter and the minimum distance between centre to centre shall be 3.0 times bolt diameter. Minimum bolt diameter shall be 16 mm. In order to facilitate inspection and maintenance, the structures shall be provided with climbing devices Following design criteria shall be adopted for design of switchyard structures :



Sheet)

a) All structures shall be designed for the worst combination of dead loads, live loads, wind loads ,seismic forces, loads due to deviation of conductor, load due to unbalanced tension in conductor, torsional load due to unbalanced vertical and horizontal forces, erection loads, short circuit forces including “ snatch” in the case of bundled conductors etc. Short circuit force shall be calculated in accordance of relevant IEC considering fault level of 40.0 kA. b) Switchyard gantry structures shall be designed as per ANSI/ASCE(standard 10)& ASCE/SEI(standard 48) but for the condition of all the three wires on one side being broken. The design of all structures shall be based on the condition where stringing is done only on one side i.e, all the three phase conductors broken on the other side. A factor of safety of at least 2.0 under normal as well as broken wire conditions and 1.5 under combined short circuit & broken wire conditions shall be considered for the design of switchyard structures. c) For purpose of design, static tension pull & transverse reaction on the gantries as calculated for each individual span shall be considered. Vertical load of half the span of conductors / string and the earth wires on either side of the beam shall be considered. Weight of man with tool shall be considered at least 150 kgs for the design of structures. d) Terminal / line take off gantries shall be designed for a minimum conductor tension of 4 MT per phase or as per above requirement. The design of terminal gantries shall also be checked considering + / - 30 degree deviation of conductor in both vertical and horizontal planes. The girders shall be connected with lattice columns by bolted joints. All equipment supports shall be designed for the worst combination for the worst combination of dead loads, erction load, wind / seismic forces, short circuit forces and operating forces acting on the equipment and associated bus bars. When luminaries are proposed to be fixed on gantries / towers, then the proper loading for the same shall be considered while designing. Also holes for fixing brackets for luminaries should be provided wherever required.



Sheet)

1.9 Bolting

i) Every bolt shall be provided with a washer under the nut so that no part of the threaded portion of the bolt is within the thickness of the parts bolted together.

j) All steel items, bolts , nuts and washers shall be hot dip galvanized.

k) 2 % extra nuts and bolts shall be supplied for erection.

l) Materials for all bolts and nuts shall meet the requirements of ASTM A-36 or equivalent

standards.

1.10 Welding

The work shall be done as per approved fabrication drawings which clearly indicate various details of joints to be welded, type of weld, length and size of weld, whether shop or site weld etc. Welding electrodes shall conform to AWS A5.1. Efforts shall be made to avoid site welding so as to avoid improper joints due to constructional difficulties.

1.11 Foundation bolts

Foundation bolts for the towers and equipment supporting structures and elsewhere shall be embedded in first stage concrete while the foundation is cast. The contractor shall ensure the proper alignment of these bolts to match the holes in the base plate. The contractor shall be responsible for the correct alignment and leveling of all steel work on site to ensure that the towers / structures are plumb. All foundation bolts for lattice structure, pipe structure are to be supplied by the contractor. All foundation bolts, nuts and washers shall meet the requirement of ASTM A 307. Anchor bolts shall have minimum yield strength of 254 N/mm2 and shall comply with ASTM A36 or equivalent.

1.12 Stability of structure

The supplier shall be responsible for the stability of the structure at all stages of its erection at site and shall take all necessary measures by the additions of temporary bracings and guying to ensure adequate resistance to wind and also to loads due to erection equipment and their operations.



Sheet)

1.13 Grouting

The method of grouting the column bases shall be subject to the approval of purchaser and shall be such as to ensure a complete uniformity of contract over the whole area of the steel base. The contractor shall be fully responsible for the grouting operations.

1.14 Galvanizing

All structural steel works shall be galvanized after fabrication by the hot dip process in molten zinc in accordance with ASTM code. Coating shall be of uniform thickness weighing not less than 500 g/m2 and best commercial quality free from injurious, flux and uncoated spots. All plates and shapes treated by the galvanizing process shall be straightened by being re-rolled and pressed. The material shall not be hammered or otherwise straightened in a manner that will injure the protective coating. All galvanized steel to be provided with touch-up coating as per FC-06 of cl. No. 9.16.3 of contract specification.

1.15 FOUNDATION DESIGN CRITERIA

1.16.1 Earthwork & Foundation work

Foundation size shall be determined such that working earth pressure or pile stress shall not exceed the allowable soil bearing capacity or allowable pile bearing capacity without detriment for and damage to the structures. Allowable soil bearing capacity or allowable pile bearing capacity will be developed based on Soil Investigation Report.

1.16.2 Factor of Safety

The detailed description of related calculation methods will be done in each case of calculation where the safety factors are used.

1.16.3 Safety Factor of Bearing Capacity

Mat and Isolated foundation : 3.0 (F.A.D Ch. 4.15) Pile (by M.J. Tomlinson) : 2.5

* F.A.D : Foundation Analysis and Design , Bowels, 5th edition



Sheet)

1.16.4 Safety Factor of Structural Stability

Overturning : 1.5 Overturning by lateral : 2.0

Sliding : 1.5

Uplift : 1.1

Allowable deflection for : 10mm

The lateral resistance of Pile foundation for short Term case

1.16.5 Pile

Mostly its Structural analyses will be carried out by FEM program and pile bearing capacity will be calculated by M.J. Tomlinson theory & . The pile bases have to be embedded in the rock level, determined by the soil investigations made at the beginning of the works by the Contractor. The net vertical pile capacity computed from the soil investigation report is used to determine the maximum test load in case of piles testing. The minimum centre-to-centre spacing of pile shall be 2.5 times pile diameter and overhang of pile cap will be 150 mm. Load to be considered pile test are as under a) For trial piles : 2.5 times the actual capacity of pile or the pile breakage whichever is less b) For working piles : 1.5 times the actual capacity of piles