Project Technical Specification-Yanbu

SCOPE OF WORK & TECHNICAL SPECIFICATIONS

FOR

INTERCONNECTION OF 380/110KV YANBU CITY BSP WITH 110KV YANBU NETWORK

PTS-14WC183

ENGINEERING & DESIGN DIVISION WEST ENGINEERING & DESIGN DEPARTMENT

NATIONAL GRID SA

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED

ENGINEERING DEPARTMENT

CERTIFIED

BY:

DATE:

INTERCONNECTION OF 380/110KV YANBU

CITY BSP WITH 110KV YANBU NETWORK

47467/D/Projects/2014/Yanbu City BSP Interconnection

PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

2

OF 50

01 NG0070

PLANT No INDEX DOCUMENT No PAGE No REV

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SCOPE OF WORK & TECHNICAL SPECIFICATIONS

FOR

INTERCONNECTION OF 380/110KV YANBU CITY BSP WITH 110KV YANBU NETWORK.

PTS-14WC183

(ATTACHMENT TO SCHEDULE "B" OF CONTRACT NO. 00000000/00)

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

3

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

TABLE OF CONTENTS

SECTION

I GENERAL INFORMATION 1.01 GENERAL 1.02 PROJECT DESCRIPTION 1.03 SUMMARY OF PROJECT SCOPE OF WORK 1.04 BASIC REQUIREMENTS AND GUIDELINES 1.05 ABBREVIATIONS

II SCOPE OF WORK 2.01 GENERAL 2.02 ELECTRICAL WORK 2.03 CIVIL AND TRANSMISSION LINE WORK 2.04 COMMUNICATIONS WORK 2.05 PROTECTION SYSTEM REQUIREMENTS WORK 2.06 PROJECT DESIGN DOCUMENTS, CALCULATIONS AND DRAWINGS

III ENGINEERING DESIGN CRITERIA AND REQUIREMENTS 3.01 GUIDELINES FOR PREPARATION OF DESIGN CALCULATIONS 3.02 ENVIRONMENTAL CONDITIONS 3.03 ELECTRICAL CHARACTERISTICS 3.04 ELECTRICAL DESIGN REQUIREMENTS 3.05 STANDARDS, CODES AND SPECIFICATIONS

IV EQUIPMENT/MATERIALS AND TECHNICAL SPECIFICATIONS 4.01 GENERAL 4.02 EQUIPMENT/MATERIALS SPECIFICATIONS 4.03 APPROVAL CONDITIONS OF THE ROW AND MATERIALS SPECIFICATIONS

V INSTALLATION REQUIREMENTS AND GUIDELINES 5.01 GENERAL 5.02 REEL STORAGE 5.03 REEL HANDLING 5.04 CABLE TRENCH REQUIREMENTS 5.05 DIRECTIONAL DRILLING/THRUST BORING REQUIREMENTS 5.06 CABLE DUCTBANKS 5.07 POWER CABLES INSTALLATION 5.08 FIBER OPTICAL CABLES INSTALLATION 5.09 TRENCH REINSTATEMENT TO SUB-BASE

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

4

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

TABLE OF CONTENTS

SECTION 5.10 REINSTATEMENT OF PAVEMENT SUB-BASE AND BASE COURSE 5.11 ASPHALT REINSTATEMENT 5.12 CABLE ROUTING INSIDE SUBSTATION'S BASEMENT 5.13 OTHER INSTALLATION REQUIREMENTS

VI TESTING AND COMMISSIONING 6.01 GENERAL REQUIREMENTS 6.02 POWER CABLES ELECTRICAL TESTS 6.03 LINK BOX ELECTRICAL TESTS 6.04 FIBER OPTIC CABLES TESTS

ATTACHMENTS ATTACHMENT I - MATERIALS DATA SCHEDULES

ATTACHMENT II

- SCOPE OF WORK AND TECHNICAL SPECIFICATIONS FOR COMMUNICATION SYSTEM REQUIREMENTS

ATTACHMENT III - BASIC REQUIREMENTS AND GUIDELINES

ATTACHMENT IV

- LIST OF CONCEPTUAL DESIGN AND REFERENCE DRAWINGS

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

5

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION I - GENERAL INFORMATION

1.01 GENERAL

This Scope of WORK and Technical Specifications (PTS# 14WC183) and the associated

PROJECT Conceptual Drawings (Drawing Control Sheet, WT-915132), which are

Attachment to Schedule "B" of CONTRACT No. 00000000/00, describe the specific

scope of WORK that the CONTRACTOR is required to carry out on Lump Sum Turnkey

(LSTK) basis until the successful commissioning, completion and final acceptance of

“Interconnection Of 380/110kv Yanbu City BSP With 110kv Yanbu Network”.

1.02 PROJECT DESCRIPTION 380/110 KV Yanbu City BSP is required to be constructed under another contract and

Existing 110KV Transmission feeders will be diverted and connected to Yanbu City BSP (under this project). Installation of 110 KV XLPE, circuits each having

(3x1c1200mm²) Underground XLPE cables and 96 core Nonmetallic Fiber Optic cable (NFOC) refers to connection Drawing No. WT-915133 for understanding of the project connections.

1.03 SUMMARY OF PROJECT SCOPE OF WORK The summary of the Scope of WORK of this PROJECT, to be carried out by the

CONTRACTOR includes the following as per connection Drawing No. WT-915133 for understanding of the project connections.

1.03.1 Loop in and loop out of existing Yanbu South-Yanbu East single circuit to

Yanbu City BSP.

Single circuit loop in and out of existing 110kV OHTL circuit between Yanbu East & Yanbu South substations to Yanbu City BSP with Design, supply, installation, testing and commissioning of Two (2) No. new 110kV underground cable circuits in flat formation & Two NFOC, using 1x1200mm

2

Cu. XLPE Cable per phase. The length of each circuit shall be approximately

3 Km. establishing

Single circuit between Yanbu City BSP and Yanbu East Substation.

Single circuit between Yanbu City BSP and Yanbu South Substation.

Fiber Optic cables and necessary terminal equipment etc. shall also be installed along with each of the above cited new circuits.

1.03.2 Loop in and loop out of existing Yanbu North-Yanbu East single circuit to

Yanbu City BSP.

Single circuit loop in and out of existing 110kV OHTL circuit between Yanbu East & Yanbu North substations to Yanbu City BSP with Design, supply, installation, testing and commissioning of Two (2) No. new 110kV underground cable circuits in flat formation & Two NFOC, using 1x1200mm

2

Cu. XLPE Cable per phase. The length of each circuit shall be approximately

6 Km. establishing

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

6

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No


Single circuit between Yanbu City BSP and Yanbu North Substation.


1.03.3 Installation of 110kv U/G Cables From Yanbu City BSP to Yanbu South

110KV Substation.

Design, supply, installation, testing and commissioning of One (1) No. new 110kV underground cable circuits in flat formation & One NFOC, using 1x1200mm

2 Cu. XLPE Cable per phase between Yanbu City BSP and

Yanbu South Substation. The length of each circuit shall be approximately

4.5 Km. establishing


1.03.4 Diverting existing Yanbu East-Yanbu Al Nakhal circuit Yanbu City BSP.

Divert existing 110kV OHTL Single circuit between Yanbu East and Yanbu Al Nakheel at Yanbu East Gantry to Yanbu City BSP with Design, supply, installation, testing and commissioning of One (1) No. new 110kV underground cable circuits in flat formation & One NFOC, using 1x1200mm

2

Cu. XLPE Cable per phase between Yanbu City BSP and diverting point at Yanbu East Substation gantry. The length of each circuit shall be

approximately 5.3Km. establishing

Single circuit between Yanbu City BSP and Yanbu Al Nakheel Substation.


1.03.5 Diverting existing (under construction by EHV) 110KV (4x500mm²AAAC)

Yanbu 3 BSP-Yanbu North-2 Transmission line to Yanbu City BSP.

looping of existing 380KV double circuit Yanbu 3 BSP-Yanbu North-2 OHTL (to be constructed by EHV and energized on 110KV) at point marked “D” to Yanbu City BSP 110KV Gantry structures, route length of double circuit

approx. 12.5Km, and double circuit 2,500mm² XLPE gantry cable & NFOC

up to 110KV GIS bay at Yanbu City BSP. Route length 500meters. Establishing

Double circuit 110KV OHTL between Yanbu City BSP and Yanbu North-2 Substation.

For detailed scope of work and technical specifications of Fiber Optic Cable and link requirements of communication, please consult Attachment No. ll.

1.04 BASIC REQUIREMENTS AND GUIDELINES For Basic Requirements and Guidelines involved in this PROJECT, refer to ATTACHMENT III. For Quality Assurance/Quality Control Requirements involved in this PROJECT, refer to ATTACHMENT III

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

7

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

For Loss Prevention Requirements involved in this PROJECT, refer to ATTACHMENT III.

1.05 ABBREVIATIONS

Terms, abbreviations and/or expressions frequently used herein and after shall have the following meaning:

ACI - American Concrete Institute AGS - Armor Grip Suspension ASTM - American Society for Testing and Materials CAD - Computer Aided Design

CUSTOMER NAME - __________________ D/C - Double Circuit FOC - Fiber Optic Cable

FOTE - Fiber Optic Terminal Equipment HPI - Horizontal Post Insulator

LSTK - Lump Sum Turnkey MOT - Ministry Of Transportation

NFOC - Non-Metallic Fiber Optic Cable O/H - Overhead OPGW - Composite Overhead Optical Fiber Ground Wire OGW - Conventional Overhead Ground Wire P. I. - Point of Intersection

ROW - Right-Of-Way RIV - Radio Influence Voltage RSGC - Rigid Steel Galvanized Conduit

SASO - Saudi Arabian Standards Organization TCS - Transmission Construction Standard TES - Transmission Engineering Standard TMSS - Transmission Materials Standard Specification

COMPANY - NATIONAL GRID SA S/S - Substation T/L, T/Line - Transmission Line U/G - Underground

U/G NFOC - Underground Non-Metallic Fiber Optic Cable UTS - Ultimate Tensile Strength

*** END OF SECTION I ***

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

8

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION II - SCOPE OF WORK

2.01 GENERAL A. This PROJECT shall be carried out on Lump Sum Turnkey basis. The

CONTRACTOR shall provide the design, manufacture/procure, supply and deliver all equipment and materials and will perform construction, commissioning, SITE testing and provide other related services for the completion of this PROJECT in accordance with the requirements of this Scope of WORK and Technical Specifications.

B. The WORK shall include, but not limited to, the following:

1. Soil thermal resistivity analysis.

2. Route Survey.

3. All design and engineering services.

4. Procurement, inspection and testing of equipment/materials.

5. Transport and delivery of equipment/materials to and within Saudi Arabia and

WORK SITES.

6. Preparation of WORK SITES, construction and installation of equipment,

materials and allied facilities.

7. Provide construction camp facilities for the workforce, with storage yard or

warehouse for construction materials and equipment. The CONTRACTOR

shall be responsible for all equipment and materials under his custody.

8. Inspection, checking out, commissioning and SITE testing of all constructed

and installed equipment, and their allied facilities.

9. The whole width of the roads of the specified Right of Way (ROW) shall be

thoroughly surveyed and investigated by test pits. All utilities found shall be

reflected in design drawings.

10. The Bidder/CONTRACTOR shall visit the route SITE and make himself aware

of the details of the PROJECT and existing systems/facilities.

11. Procurement and filling of all the Cable Pipes with Bentonite.

12. Spare cable shall be provided at both ends of straight through joints for future

re-jointing in shape of snacking.

13. Provision of Auxiliary Erection Structures if required.

14 Testing & factory inspection shall be carried out by NG engineers & 3rd party

inspectors and all the expenditures anchored including boarding, lodging and

travelling should be bear by the contractor but not limited to the following

material items:

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

9

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

i) MV & HV power cables (all voltages & types used in this project)

ii) Splice & termination kits for all HV & MV power cables.

iii) NFOC and NFOC terminal equipment.

iv) Link boxes for U/G power cable sheath grounding.

v) Bonding cable.

vi) Cable trays.

15 Application of Fire-Retardant Paint on all Power Cables in the basement and

sealing of all cable openings in floor/wall with fire retardant materials.

16 Procurement and Erection of the Termination Boxes/Fiber Management Rack

for Fiber Optic Cables (if applicable) inside the Relay room/basement or as

directed by National Grid SA (WOA)/Engineer. Proposal must be submitted with

the Bid.

17 Power Cable Ratings shall not be less than the values described below, in any

laying conditions considering Road Crossing, Thrust-Boring and cable as laid

etc. If required the cable sheath may be cross bonded and sheath voltage

should not be more than 100V.

Bidder should submit the ampacity calculations as per NG/SEC Standard laying

drawings and as per IEC pattern showing all details along with technical

submittal during bidding stage.

Conductor Size For Single Circuit For Double Circuit Formation

2500mm² 284 MVA 225 MVA FLAT

1200 mm2

187 MVA 157 MVA FLAT

18 Outdoor equipment should be designed for Creepage distance of 50 mm/kV.

19 shut down outage shall be coordinated and planned with the Company's representative. Contractor shall give strong reason for outage and provide enough manpower to minimize outage time. Unplanned outage shall not be allowed.

20. Each Contract should have its own Project Manager.

21. Spare parts Unit Prices as per Schedule "C" should be fixed and are not subject to increase for any reason whatsoever & NG -WOA has the right to revise the spare parts list by increasing, decreasing or deleting and the Contractor should request a final revised list before Technical Completion Date to order the spares accordingly (after getting final approved list).

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

10

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

22. In case of conflict among any two clauses of technical specification, drawings and technical data sheets, the bidder is required to clarify/highlight all such points for the better understanding of project and scope of work, otherwise the client will be free to select any part according to the project requirement.

23. All cable termination and Joint work for 110 & 132 KV cables should be performed by Jointers certified by manufacturers and NATIONAL GRID SA.

24. i. Manufacturer quality certificate/ check sheet for each single cable

termination/joint must be filled and signed by the jointer. ii. All cable terminations and joints should be installed by a manufacturer

qualified & certified jointer. The certification must be valid. iii. All cable terminations and joints must be performed under direct strict

supervision of terminations and joint manufacturer. iv. Manufacturer written confirmation must be provided during base design that

the manufacturer will supervise the termination installations directly. v. The contractor must insure in writing to project department that the cable

accessories stored as per the manufacturer recommendations.

25. Approved for construction/status "A" drawings should be stamped individually (all sheets) and to be made available at site before testing & commissioning.

26. All equipment/materials to be used for this project shall comply with approved

latest revision for TMSS, TES, TCS and standard drawings.

PURCHASE OF COMPANY STANDARD DOCUMENTS Bidders who do not have access to SEC standard documents are advised to purchase a one-year web-based access to SEC standard documents by contacting the Standards and Specifications Department through the following contact information:

Division Manager,

Protection and Substation Automation Specifications

P.O. Box# 57, Riyadh 11411

Tel # +966 1 49 47378

Fax # +966 1 49 47497

Email: [email protected]

27. Manufacturer shall be quoted from NATIONAL GRID SA qualified and approved list only. In case conditional qualification, the requisite documents should be provided along with Technical offer.

28. Bidders are advised to consider maximum 100Volts sheath standing voltage

instead of 65V for this project and bid price shall be considered accordingly. Contractor has to resubmit the revised schematic diagram during base design stage.

29. Rating of 630mm², 1200mm², 2000mm² or 2500mm² size Power cables shall not be less than as Specified in PTS. Bidder should coordinate with manufacturer

mailto:[email protected]

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

11

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

and provide full required data for ampacity calculation and confirm the ampacity requirements at all laying conditions as specified in PTS.

30. Material supplied under this project shall be type tested, if NG certified type test is not available then bidder have to submit an undertaking to perform required type test without any extra cost to NG. If any manufacturer reluctant to provide type test or required documents then with draw the name of manufacturer from list.

31 Statement “will be provided during base design” is not acceptable. If any manufacturer reluctant to provide required documents/calculations then with draw the name from manufacturer list.

32 Any extra wording /statement/justification other than the standard statement written in ANNEXTURES I through VIII (instruction to bidders) are not considered and Rejected for the project.

33 Any deviation to TMSS, TES, and TCS & PTS is not acceptable until it is highlighted in the bid documents, discussed and accepted by NG in clear statement with justification.

34 Any deviation, clarifications & synopsis which are attached with any part of the bid documents are not considered and rejected for this project.

35 Fiber management rack supplied under this project shall be suitable to accommodate 6 cables (each cable having 96 fibers).

36 Bidder should have to finalize the name of manufacturer for each material/Equipment and submit a list stating name of main & one name as Alternate manufacturer.

37 Technical offer containing only Manufacturer name without technical data sheets, compliance & responsibility statements, type tests and deviation is not considered for evaluation, therefore delete all the name of manufacturers from the list.

38 Final approval for each material will be accorded during detail engineering & design stage.

39 Any submittal (drawings, technical data, type test etc.) along with technical offer for this project during bidding/clarification stage shall not be considered as approved.

40 Modification of existing 110KV or 132KV GIS if required to accommodate the new 110KV power cable up to 2500mm² XLPE cable.

2.02 DETAILED SCOPE OF WORK

The WORK involved in this PROJECT shall include, but not necessarily limited to, the following:

ITEM DESCRIPTION QUANTITY

2.02.01 Complete survey and investigation for the entire route of the proposed 110KV underground power cable circuit(s). All utilities found, existing roads and future roads shall be surveyed with complete details and reflected in design drawings. For the proposed 110kV underground power cables route, refer to

drawing no.WT-915135.

LSTK

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

12

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

2.02.02 Single circuit loop in and out of existing 110kV OHTL circuit between Yanbu East & Yanbu South substations to Yanbu City BSP with Design, supply, installation, testing and commissioning of Two (2) No. new 110kV underground cable circuits in flat formation & Two NFOC, using 1x1200mm

2 Cu. XLPE Cable per phase. The

length of each circuit shall be approximately 3 Km. establishing



Two (2) Circuits

& Two (2) NFOC

2.02.03 Single circuit loop in and out of existing 110kV OHTL circuit between Yanbu East & Yanbu North substations to Yanbu City BSP with Design, supply, installation, testing and commissioning of Two (2) No. new 110kV underground cable circuits in flat formation & Two NFOC, using 1x1200mm

2 Cu. XLPE Cable per phase. The

length of each circuit shall be approximately 6 Km. establishing


Single circuit between Yanbu City BSP and Yanbu North Substation.

Two (2) Circuits

& Two (2) NFOC

2.02.04 Design, supply, installation, testing and commissioning of One (1) No. new 110kV underground cable circuits in flat formation & One NFOC, using 1x1200mm

2 Cu. XLPE Cable per phase between

Yanbu City BSP and Yanbu South Substation. The length of each

circuit shall be approximately 4.5 Km. establishing


One (1) Circuit

& One (1) NFOC

2.02.05 Divert existing 110kV OHTL Single circuit between Yanbu East and Yanbu Al Nakheel at Yanbu East Gantry to Yanbu City BSP with Design, supply, installation, testing and commissioning of One (1) No. new 110kV underground cable circuits in flat formation & One NFOC, using 1x1200mm

2 Cu. XLPE Cable per phase between

Yanbu City BSP and diverting point at Yanbu East Substation

gantry. The length of each circuit shall be approximately 5.3Km. establishing

Single circuit between Yanbu City BSP and Yanbu Al Nakheel Substation.

One (1) Circuit

& One (1) NFOC

2.02.06 looping of existing 380KV double circuit Yanbu 3 BSP-Yanbu North-2 OHTL (to be constructed by EHV and energized on 110KV) at point marked “D” to Yanbu City BSP 110KV Gantry structures,

route length of double circuit approx. 12.5Km, and double circuit 2,500mm² XLPE gantry cable & NFOC up to 110KV GIS bay at

Yanbu City BSP. Route length 500meters. establishing

Double circuit 110KV OHTL between Yanbu City BSP and Yanbu North-2 Substation.

2x500mm²

AAAC.10Km &

Two (2) Circuits

&

Two (2) NFOC

2.02.07 Design and installation of horizontal directional drilling/thrust boring to cross Express roads.

LSTK

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

13

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

2.02.08 Design and installation of concrete encased duct banks. LSTK

2.02.09 All the new equipment to be installed under this PROJECT shall be provided with grounding conductors and connected to the involved grounding grid.

LSTK

2.02.10 Material test and test of the proposed underground power cables end-to-end and documentation of the results.

LSTK

2.02.11 Testing and commissioning of proposed underground power cables end-to-end (between <<Source Substation sealing end >> and <<Destination Substation>>) and documentation of the results. All required WORK, materials, tools and accessories to perform this testing and commissioning shall be provided and performed by the CONTRACTOR.

LSTK

2.02.12 All dismantled items under this PROJECT shall be handed over and transported to COMPANY designated warehouse or as directed by the COMPANY REPRESENTATIVE during the execution of the PROJECT.

LSTK

2.02.13 All the WORK in all above items shall establish the complete <<Source Substation>> - <<Destination Substation>> underground power circuit link(s). All required WORK, materials, tools and accessories to establish the links shall be provided and performed by the CONTRACTOR.

LSTK

2.02.14 Gassing & degassing of concerned GIS cable compartments (new or existing) at both ends Substation for the above mentioned work should be carried out by cable contractor as described below.

Cable contractor have to hire services of GIS manufacturer or NATIONAL GRIDSA approved GIS contractor to perform Gassing & degassing work.

Electrical HV Tests for power cable.

Provision of test bushing/adopter for GIS. Sealing Ends design and supply should be coordinated with Switchgear manufacturer to match with the switchgear cable compartment.

LSTK

2.02.15 Modification of GIS cable box (if applicable) to accommodate bigger cross section/diameter of cable as part of contract.

LSTK

2.02.16 All required WORK, materials, tools and accessories in all above items shall be provided and performed by the CONTRACTOR.

LSTK

2.03 CIVIL WORK

The civil WORKS involved in this PROJECT shall include, but not necessarily limited to the following:

ITEM DESCRIPTION QUANTITY

2.03.01 Construction of cable trenches for direct buried cable installation, including but not limited to excavation, laying of cables, backfilling and reinstatement of surfaces (unpaved and asphalt paved).

LSTK

2.03.01 Provide all required communication civil WORK along the proposed route. Communications civil WORK will include, but not limited to, the provision and installation of Hand holes and Hand hole accessories, as well as concrete encased duct banks, conduit/duct

LSTK

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

14

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

and sub-duct required for the installation of underground Fiber Optic cables.

2.03.02 Reinstatement of existing facilities such as asphalt, curb stone, median, plant, landscape etc. shall be stated to the satisfaction of Company Representative and agencies/authorities involved.

LSTK

2.03.03 The CONTRACTOR shall coordinate with the municipality authorities for the latest planning of roads and utilities along the proposed power cable route and the same shall be reflected on the design drawings during the design and/or execution of the PROJECT.

2.03.04 Final elevation of proposed future road(s) shall be indicated in the profile, the power cables elevation shall be maintained according to final elevation of future road(s). Any required backfilling or leveling of existing area shall be done by the CONTRACTOR.

LSTK

2.03.05 Excavation and, if necessary, De-watering, shuttering of the Cable Trenches as well as the preparation of the Cable Ducts and Supporting Structures for the installation of the Cables.

LSTK

2.03.06 Municipality, Saudi Telecom Company (STC), Water & Sewage Authority (W&SA), and Ministry of Transportations correspondences regarding ROW approval have been attached in ATTACHMENT for reference. The WORK within the jurisdiction of the municipality shall be carried out under the supervision of the municipality representative. Also, the CONTRACTOR shall satisfy all the conditions listed in the approvals in ATTACHMENT and all WORK shall be coordinated with the concerned local authority for their full satisfaction.

LSTK

2.04 COMMUNICATIONS WORK For communication System Requirements involved in this PROJECT, refer to ATTACHMENT II.

2.05 PROTECTION SYSTEM REQUIREMENTS WORK NOT APPLICABLE.

2.06 PROJECT DESIGN DOCUMENTS, CALCULATIONS AND DRAWINGS A. The CONTRACTOR shall submit all design documents, calculations, studies and

drawings at various stages of the PROJECT as per Table 2.01, as a minimum.

Table 2.01

DOCUMENT

TYPE

IND

EX

DOCUMENT DESCRIPTION BID

STAGE

BASE DESIGN

STAGE

DETAIL &

CONSTRUCTION

STAGE

AS-BUILT

STAGE

EQ

UIP

ME

N

T

AN

D

MA

TE

RIA

LS

P Power Cables X X X X

P Power Cable Termination and Splice Kits

X X X X

P Grounding Cables and Grounding Rods

X X X X

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

15

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

P Bonding Leads & Sheath Sectionalizing Insulators

X X X X

P Sheath Voltage Limiter (SVL) X X X X

P Link Box along with its accessories

X X X X

P Power Cable Clamps X X X X

T U/G Non Metallic Fiber Optic Cable (U/G NFOC)

X X X X

T NFOC Accessories X X X X

T Optical Fiber Joint Boxes X X X X

T Communication Pull Box X X X

Link Box Foundation X X X

Link Box Barricade X X X

Cable Supports X X X

Cable Warning Tapes X X X

Cable Protective Tiles X X X

Steel Wire Mesh X X X

Cable warning post X X X

Duct Sealing Units X X X

PVC Conduits and Fittings X X X

HDPE/Corrugated sub ducts X X X

Concrete X X X

Asphalt Concrete Pavement X X X

Reinforcing Steel X X X

Backfill Materials X X X

Fire Proofing Material to Protect the Cable in Cable Basement

X X X

GE

NE

RA

L

NO

TE

S

(DR

AW

ING

S)

P General notes pertaining to Design methodology, design data, etc.

X X X

M General notes pertaining to structures design methodology and design data.

X X X

Q General notes pertaining to foundation (Design methodology, design data, concrete, rebar, form work, etc.)

X X X

CA

LC

UL

AT

ION

S,

DE

SIG

N

DA

TA

, R

EP

OR

TS

,

PR

OC

ED

UR

E,P

RO

PO

SA

LS

, S

TU

DIE

S,

TE

ST

PL

AN

ET

C.

A Description of the Project X X X

A Scope of Work X X X

A Design Basis and Data X X X

A Maintenance Aspects

X X X

A Major Materials Purchase Requisitions (Preliminary) X X X

A Soil Thermal Resistivity Measurements Report along cables route

X X X

A Valid Type Test Reports for Major Equipment/Materials

X X X

P Detailed Cable Ampacity Calculations

X X X

P Electrical Interference Study in case the power cable parallel to communication circuits

X X X

P Calculations of Power Cables Sequence Impedances

X X X

P Calculations for Cable Metallic Sheath Sizing and Fault current withstand capability

X X X

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

16

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

P Calculations for sheath standing voltage, sheath voltage rise and the Selection of Sheath Voltage Limiters (SVL).

X X X

P Detailed explanation for adopting the major/minor sections arrangement for cross bonding scheme

X X X

P Cable pulling tension and sidewall pressure calculations

X X X

P Structural Design calculations for duct banks on road crossings

X X X

CONTROL

SHEET

X Drawing Control Sheet X X X

X Revision of Existing Drawing Control Sheets

X X X

DE

SIG

N D

RA

WIN

GS

A/P Plot Plan - Power cables Routing Plan

X X X

A/P Plan & profile details - Showing the cables circuits with necessary sections, Elevations and Details, utilities, spacing (splicing) points, location of link Boxes for cable sheath grounding and communication Hand holes.

X X X

A List of Materials X X X

A SITE Layout X X X

P Abbreviations, Symbols and Legend

X X X

P Underground power cables System One Line Diagram

X X X

P Cable Arrangement and Details in <<Substation basements>>

X X X

P Cable Metallic Sheath Grounding (Bonding) Arrangement and Details

X X X

P Link Box Locations Plan, Section and Details

X X X

P Revised Existing COMPANY Drawings to reflect the newly completed PROJECT

X X X

P Power Cables Termination Arrangement, Termination Plan, Sections/Details and Splicing Details

X X X

P Interface diagrams of Power cables at <<Source Substation and Destination Substation>>.

X X X

P/T Underground power and Fiber Optic Cables Routing Plan and profile, Sections and Details

X X X

T Fiber Optic Cable Interconnection Diagram

X X X

T Key Plan - Fiber Optic Cable X X X

T Fiber Optic Cable Route/Layout Inside <<Both Substation>>

X X X

T Fiber Optic Cable Pulling Plan and Calculations Details

X X X

T Mandrel Test Plan Details X X X

T Communication Hand hole Plan X X X

T Communication Hand hole fold outs and details

X X X

T Overall FOC cable layout X X X

T U/G NFOC Route plan X X X

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

17

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

T Fiber Optic Cable Splicing details X X X

M Power Cables Support X X X

Q/R Duct bank Details X X X

Q/R Steel Bending Details X X X

Q/R Link Box Foundation Details X X X

Q/R Hand hole Details X X X

Q/R Details of Trenches & Duct banks X X X

TE

ST

PL

AN

, S

CH

ED

UL

E,

PR

OC

ED

UR

ES

ET

C.

A PROJECT PERT/CPM Schedule for Monitoring and Control Activities

X X X

A CONTRACTOR’S Loss Prevention Program

X X X

A Site Security Plan X X X

A QA/QC Plan X X X

A Inspection, Test Plan and Factory Test Procedure for Materials

X X X

A Site Pre-commissioning & Commissioning Plan

X X X

A Site Work Test Procedure X X X

A Job Safety Plan - CONTRACTOR’S Loss Prevention Program

X X X

A SITE Security Plan X X X

A Preliminary Outage Schedule and Plan

X X X

A Final Outage Schedule and Plan X X X

X - Indicates requirement for submission. The requirements indicated under column “Detail & Construction Stage” shall be

submitted as indicated against each item. The time schedule for the submittal of each group shall be finalized during base design. Partial submittal of calculations/drawings in any group will not be accepted.

Notes to the Above Table:

1. Bid Stage

a. The following shall be provided for each indicated item in the table:

- Data Schedules completely filled-up and stamped by the respective equipment vendors.

- Equipment catalogues makes, type and technical parameters duly highlighted.

- Certified Type (Design) Test report of all major equipment - Clause by clause compliance statement of the COMPANY’S

Material Standards Specification duly signed, stamped and dated by both equipment/material manufacturers and CONTRACTOR.

- List of past supplies - Vendor drawings

b. The following shall also be provided: - Compliance statement for the scope of WORK. - List of deviations, if any.

2. Base Design Stage

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

18

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

Final approval of major equipment (indicated under bid stage, Table 3.01), after

all deviations have been resolved, shall be obtained.

The following shall be provided for each indicated item in the table: a. Design calculations b. Original manufacturer’s drawings and literatures. c. Design drawings d. Final data schedules duly signed stamped and dated by equipment/

manufacturers and CONTRACTOR. e. Final clause-by-clause compliance statement duly signed, stamped and

dated by both equipment/material manufacturers and CONTRACTOR. f. Vendor drawings

3. PROJECTS DRAWING REQUIREMENTS:

1. General 1. The CONTRACTOR shall provide all drawings required for this PROJECT

covering all the substations involved in accordance with the requirements of the COMPANY Engineering Drawing Preparation Standards (SEEDS-II revision-02).

The drawings shall be assigned with drawing numbers and indexed as outlined in the above procedure. A block of drawing numbers shall be provided by the COMPANY for all new drawings/documents.

2. Drawings shall be of uniform size in each discipline as much as possible and ISO scales hall be 1:10, 1:50, 1:100. 1:1200 etc.

3. The existing system drawings of the source substation are generally available with the COMPANY in digital or tiff format except in certain cases where it is in the form of hard copies. Copies of existing available drawings shall be provided on CONTRACTOR'S written request. However, if any related information is not available, the CONTRACTOR shall be responsible to develop all the required drawings in micro-station to satisfy the PROJECT requirements.

4. The drawings involving modification/expansion of the existing system in source substation shall cover the details of the existing system and interface. The drawings in general shall be computer drafted and compatible with Micro Station V8i or above version software computer-aided-design (CAD) system. However, in case of drawings involving modifications to existing drawings, which are not available in digital or tiff format CONTRACTOR shall be responsible to develop all the required drawings in micro-station.

5. The drawing to be submitted by the CONTRACTOR shall be of the following standard sizes in accordance with SEEDS-II revision-02.

A-Size sheet, 711x1016mm or (28x40 in.) B-Size sheet, 508x711 mm or (20x28 in.) C-Size sheet, 356x508 mm or (14x20 in.) D-Size sheet, 279x432 mm or (11x17 in.) E-Size sheet, 211x297 mm or (8.27x11.69 in.) Customized-A3 size sheet, 432 x 279 mm or (17.28 x 10.98 in.)

2. Revision of Existing Drawings/Drawing Control Sheets

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

19

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

a. All existing drawings including common drawings affected by this PROJECT shall be revised and submitted for COMPANY review as part of CONTRATOR'S design submittals. The drawings in general shall be computer drafted Micro Station V8i or above version software in accordance with SEEDS-II revision-02.

b. For modification WORKS of existing substation, the existing drawings only shall

be revised as far as possible. If revising the existing drawings are not feasible or not practical and new drawings need to be developed, then preferably the same number with additional/different sheet number shall be allotted. New drawings having new drawing numbers shall be created only if drawings of existing system are not available.

c. The drawing involving modification/expansion of the existing system in

substation shall cover the details of the existing system and interface. Drawings giving only the isolated views/information of expansion/modification work without details of existing system/interface are not acceptable. If new drawings, developed for modification work of existing system do not cover the complete details of existing system, then the corresponding existing system drawings shall also be modified to show the interface/integration with the new drawings developed, and submitted for COMPANY review as part of CONTRACTOR'S design submittal.

d. The existing drawings are listed in the drawing control sheet(s) for the substation and covered in more than one (1) drawing control sheet for each of the affected existing substations. The CONTRACTOR shall review/study these various by drawing control sheets and drawing, identify the superseded/latest drawings and if necessary carry out field verification to ascertain the correctness of the existing drawings. Only the appropriate/ correct drawings shall be used for developing the drawings for modification WORKS, While modifying any existing drawing sheet, the sheet will be submitted in duplicate, one marked as existing and the other marked as ' modified'.

All the existing drawing control sheets shall be revised to reflect the new revision numbers of existing drawings revised and to identify the superseded drawings. Also a prominent note shall be put on the revised existing drawing control sheet (s) to indicate the new drawing control sheet number, if a new drawing control sheet was developed. (e.g. "See drawing control sheet * E-xxxxxx for list of drawings developed for C. N. # xxxxxxxxx for ………).

e. Contractor shall not change/modify the drawing sheets of existing drawings. If additional sheet(s) are required to be added, the same shall be done using an alphabet. For example, a new sheet is to be added after sheet 5 of a drawing number EA-467898 with 20 sheets, then, its sheet # shall be sheet 5A of 20.

3. Vendor Drawings

1. Vendor drawings are manufacturers' drawings, data schedules, specification

sheets installation and operating instructions and any other data required for material or equipment requirements of such information are an integral part of the purchase order and shall be specified by the CONTRACTOR.

2. Preparation and assignment of vendor drawing numbers shall be in accordance with COMPANY Engineering Drawing Preparation Standard (SEEDS-II revision-02).

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

20

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

3. All vendor drawings shall be subject to review and approval by the COMPANY at various stages (bid/base design/detail design/construction) of the CONTRACT.

Note: All vendor drawings shall be consistent with main drawings in all respects and the vendor drawings shall clearly indicate all inter references with main drawings and all other vendor drawings as applicable.

4. As-Built Drawings

1. As the PROJECT nears completion, "As-Built" drawings shall be prepared by

the CONTRACTOR in sufficient details to present an accurate record for COMPANY.

All existing drawings affected by this PROJECT shall be revised and corresponding existing drawing control sheets shall be updated by the CONTRACTOR. The existing drawing control sheet shall be updated and automated in XLS format. If the existing substation drawings do not have drawing control sheet, then the CONTRACTOR shall prepare new Drawing Control Sheet, which shall include the new and existing drawings. CONTRACTOR shall coordinate with COMPANY for the list of the existing drawings. All Drawing Control Sheets, listing all proposed and existing drawings shall also be submitted in the Base Design submittal.

2. All revisions shall reflect field modifications to engineering flow diagrams, electrical one line diagrams, electrical schematic connection and interconnection wiring diagram; instrument hook-ups wiring diagrams, terminal connections, dimensioned equipment layouts, all underground installations and other WORK and facilities not normally visible. The CONTRACTOR shall provide "As-Built" drawings showing all field modifications to drawing and diagrams prepared by the Vendors and SUB-CONTRACTORS.

If the CONTRACTOR was given hard copy or tiff image file to existing as-built drawings, then it is the responsibility of the CONTRACTOR to request the COMPANY at least two (2) months before the Technical completion for the existing "as-built" drawings & redraw them in Micro-station V8i or above version software in accordance with SEEDS-II revision-02. Updating of existing "as-built" drawings will not be accepted.

3. As part of " As-Built " drawings submission, the CONTRACTOR shall also

provide the COMPANY three (3) sets of field marked up drawings reflecting the " As-Built " condition of the particular segment of WORK completed by the COTNRACTOR and distributed, as given below, prior to energization.

-One (1) set shall be retained by the COMPANY at the substation. -One (1) set shall be submitted to the COMPANY. -One (1) set shall be used for "as-built" by CONTRACTOR'S Engineering and Design Consultants, which shall be included in the final submittal.

4. One (1) sample of original (digital Microstation *. DGN format and five (5) check prints from different "As-built" engineering drawings shall be submitted to the COMPANY to verify the quality of digital Micro-station *.DGN format and whether the correct drafting procedure is adopted, one (1) month before initial

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

21

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

submission of "As-Built" drawings. Before submitting the final as-built drawings, one sample drawing shall be submitted and got approved.

5. The Contractor shall submit all design documents, calculations, studies and

drawings at As-Built Stage of the Project as per SOW/TS Table 2.01 & 2.02 OR (3.01 & 3.02) as applicable, as a minimum. As-built package not complying with this requirement shall be liable for REJECTION.

6. Contractor is responsible to fill-in the entire Engineering Drawings/Documents

Data as per SEEDS-II guidelines and returns to ESD/Transmission Documents Division for necessary documentation.

Five (5) copies of the as-built drawings/documents shall be submitted to the COMPANY for review as to adequacy, completeness, legibility and conforming to drafting standards. If returned, the CONTRACTOR shall make corrections, provide additional data and improve the quality as instructed prior to re-submittal and COMPANY acceptance. The revised "As-Built" drawings shall be resubmitted within four (4) weeks after commissioning. Five (5) sets of final "As-built" drawings, one (1) set of As-built Digital Micro Station" DGN format drawings in CD shall be submitted to the COMPANY for records.

GIS PROJECTS DRAWING PORTION REQUIREMENTS:

1. General

The CONTRACTOR shall provide all drawings required for the Geographic Information System (GIS) portion of this PROJECT covering all the Transmission facilities involved in accordance with the requirements of the COMPANY Engineering Drawings Preparation Standards (SEEDS-II revision.02). The Geographic Information System (GIS) drawings shall be assigned with drawing numbers and indexed as outlined in SEEDS-II revision-02. The existing Geographic Information System (GIS) drawings of the source substation are generally available with the COMPANY in digital format. Copies of existing available Geographic Information System (GIS) drawings shall be provided on CONTRACTOR’S written request. The Geographic Information System (GIS) drawings involving modification/expansion of the existing system in source substation shall cover the details of the existing system and interface. All Geographic Information System (GIS) drawings shall be prepared in ArcGIS (V10 latest version with appropriate UTM coordinate system, datum WGS1984) ONLY.

2. Vendor Drawings

Vendor drawings are manufacturers’ drawings, data schedules, specification sheets, installation and operating instructions and any other data required for material or equipment requirements of such information shall be submitted by the CONTRACTOR as per SEEDS-II revision-02. All vendor drawings shall be consistent with main drawings in all respects and the vendor drawings shall clearly indicate all inter references with main drawings and all other vendor drawings as applicable.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

22

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

3. As-Built Drawings

As the PROJECT nears completion, as-built drawings for the Geographic Information System (GIS) portion shall be prepared by the CONTRACTOR. The CONTRACTOR is responsible to fill-in the requirement attributes of the Transmission features used in the Geographic Information System (GIS) portion of the PROJECT as per SEEDS-II revision-02. As-built drawings for the Geographic Information (GIS) portion shall be submitted to the COMPANY for review as to adequacy, completeness, legibility and conforming to SEEDS-II revision-02. If returned, the CONTRACTOR shall make corrections, provide additional data and improve the quality as instructed prior to re-submittal and COMPANY acceptance. The revised As-built drawings for the Geographic Information System (GIS) portion shall be resubmitted within (4) weeks after commissioning. Digital format shall be submitted to the COMPANY for records

*** END OF SECTION II ***

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

23

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION III - ENGINEERING DESIGN CRITERIA AND REQUIREMENTS

The CONTRACTOR shall adopt the following design criteria and requirements for the PROJECT:

3.01 GUIDELINES FOR PREPARATION OF DESIGN CALCULATIONS

A. Scope This Section covers mandatory the requirements governing the preparation of

underground power cables design, design calculations and all associated and required WORKS.

The criteria and general design outlined below shall be adopted as applicable to the

basic design of the PROJECT, and shall also serve as the basis in the development of detailed design by the CONTRACTOR subject to necessary adjustments and implementation particularly in consideration of geologic conditions of SITE.

B. General Presentation The calculation presentations shall be in accordance with the following procedures

and requirements.

1. The heading shall provide the following information:

a. Name of the originator of the calculations and the name of the checker. b. The title, which shall clearly describe the contents of the calculations. c. The date the calculations were made.

2. Calculation packages shall include a Table of Contents and a listing of all codes

and referenced used. 3. All calculations shall be checked, initialed as checked before being sent to

COMPANY. 4. Sufficient explanation shall be given so that the calculation methods are easily

comprehensible. For this reason, simple clear sketches should be liberally used. The COMPANY will not accept calculations whose approach is not adequately described.

5. Calculations are to be in the English language throughout. 6. The cover sheet of each calculations package shall be assigned a COMPANY

drawing number to identify the calculations for a particular Job Order, and for inclusion in COMPANY permanent records. Individual calculations sheets following the cover sheet shall be consecutively numbered (1, 2, 3, etc.).

7. All calculations shall be done using SI metric units, except when calculations

are made in compliance with a code, or using a computer program, which has not yet been metricated, the conventional calculations shall be converted to metric units.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

24

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

8. Purpose of calculations:

a. To enable the designer to arrive at designs which are safe, feasible and economical.

b. To provide a record for possible future reference. c. To satisfy code and/or COMPANY requirements as to the adequacy of the

design. d. To facilitate determination of the effects of possible future modifications.

9. Symbols shall conform to the corresponding International Codes and Standards

that are referenced in the applicable COMPANY Standard. The connotation of all symbols, in general, used throughout the calculations shall be started at the beginning of the calculations. The connotations of symbols used only locally shall be stated immediately before or after the equations in which they are used.

10. Parameters or design data shall be justified either by quoting a source (e.g. soil

report or study), or by brief reasoning or reference to a standard or code.

C. Assumptions Assumptions on which calculations are based shall be listed in an orderly manner. CONTRACTOR shall clearly spell out the analysis/design methodology/philosophy

adopted in the design for this PROJECT. The decision to adopt a particular analysis/design method shall solely be on the discretion of the COMPANY REPRESENTATIVE.

D. Computer Calculations Computer calculations shall be in accordance with the following guidelines:

1. All computer models shall be accompanied by the corresponding input. Data provided, as computer program shall be clearly distinguished from those computed in the program. The engineer responsible for the structural design shall sign the first sheet of each computer run. A program description (user’s guide) and the computer programs shall be available upon request and contain the information necessary to determine the nature and extent of the analysis, verify the input data, interpret the results, and determined whether the computations comply with these recommendations.

2. A computer diskette/Compact Disc containing a copy of the input and output

files shall be furnished to COMPANY for all computer models to aid in the review at all design stages.

3. CONTRACTOR shall use only the calculation procedure described in IEC

Standard# 60287 for calculations step by step showing inputs and formulas according to type of soil and environment conditions. It is preferable to submit the calculations in mathematical calculation software MATHCAD or MATHLAB. Recognized and renowned international computer software or programs can also be used for calculations indicating complete input data formulae and bring

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

25

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

the software to the Engineer for verification upon request. However, other commercial and propriety software may be acceptable provided that the suitability and reliability of the results have been verified and that this verification is furnished upon request. It is solely up to the design review Engineer to accept such programs.

4. A summary of analysis results should be provided that are extracted from the

computer output. This summary should clearly state the result achieved (maximum interaction ratios found, deflection ratios, forces, etc.).

3.02 ENVIRONMENTAL CONDITIONS

All equipment and materials, and their specified ratings furnished under this PROJECT shall be suitable for operation under the service conditions outlined in the SEC Standard 01-TMSS-01 Rev01.

Soil Thermal Resistivity The soil thermal resistivity is largely dependent on density and water content of the

relevant type of soil. Therefore, the actual thermal resistivity of the soil along the whole power cable route shall be measured prior to the design and all test results shall be included in the base design package.

3.03 ELECTRICAL CHARACTERISTICS

A. General The underground power cables design parameters shall be in accordance with the

requirements outlined in COMPANY Standard Specification # 01-TMSS-01 Rev 01.

B. System Short Circuit Level COMPANY’S 110kV system is effectively grounded. The cable design system short

circuit rating shall be 40kA for <<one (1) second>> as per Transmission Engineering Standard # TES-P-104.08 Rev 01.

3.04 ELECTRICAL DESIGN REQUIREMENTS The following design requirements shall be considered by the CONTRACTOR:

A. Calculation of Cable Ampacity

1. Cable Ampacity shall be supported by detailed calculations as per IEC 60287 Format to assure the availability of the required cable Ampacity for actual cable installations and SITE conditions, particularly at worst points.

2. Cable Ampacity calculations should be carried out based on actual soil thermal

resistivity. Samples for soil thermal resistivity measurements shall be taken at every <<500m (minimum ten (10) samples)>> along the cable route. The location of these samples along the route shall be subject to COMPANY review and approval. The soil thermal resistivity shall be determined for <<(2.0%)>> moisture content on the samples and the highest value shall be used in the

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

26

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

calculations. In all cases, the value of <<1.20>>k.m/W shall be used in the calculations whenever the measured values are less than <<1.20>>k.m/W.

3. Loading factor for the cables shall be assumed 100%. 4. The CONTRACTOR shall confirm that each energized cable circuit(s) shall be

capable to carry 100% load as specified for each size of cable as a minimum under all operation and laying conditions, particularly at worst points.

Power Cable Ratings shall not be less than the values described below, in any laying conditions considering Road Crossing, Directional drilling/Thrust-Boring etc. For 110KV

Conductor Size

Single Circuit In one trench Double Circuit In one trench

630 mm2 103 MVA 88 MVA

1000 mm2 174 MVA 147 MVA

1200 mm2 187 MVA 157 MVA

1600 mm2 212 MVA 178 MVA

2000mm² 232 MVA 194 MVA

For 132KV

Conductor Size

Single Circuit In one trench Double Circuit In one trench

1000 mm2 198 MVA 175 MVA

1200 mm2 212 MVA 188 MVA

1600 mm2 242 MVA 214 MVA

2000mm² 266 MVA 236 MVA

5. The CONTRACTOR shall provide enough number of actual cable layout cross-

sections along the cable route with Ampacity calculations. The cross-sections shall be for expected worst conditions in terms of cable spacing, depth, etc.

6. The CONTRACTOR shall clarify all parameters/assumptions for which the

calculations are based.

B. Sheath Sizing Calculations The cable metallic sheath shall be sized in accordance with ICEA P-45-482 &

IEC60949.

The ultimate single phase to ground fault current for the underground circuits between the <<Source Substation and the Existing Substation>> is <<40.0>>kA for <<one (1) second>>. The minimum effective cross-section area of cable metallic sheath shall be <<279>>mm

2.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

27

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

C. Arrangement/Grouping of Cables in the Ground

1. Cables grouped in a common cable trench or installed with insufficient spacing from one to another, result in mutual heating. Thus, load capacity of cables is subsequently reduced. Therefore, spacing recommended by COMPANY Standards shall be maintained.

If the right-of-way limits the cable spacing and calculated cable Ampacity is reduced, necessary mitigation/solutions shall be proposed and implemented to achieve the required Ampacity.

2. The cables shall not be placed in a close proximity to external heat sources.

D. Metallic Sheath Grounding The grounding system of the power cable shall be designed to limit the induced

voltage on the cable sheath at safe level and to eliminate the sheath losses. For metallic sheath grounding, TES-P-104.08 Rev-01 shall be applied considering the

following:

1. The CONTRACTOR shall use <<single/cross-bonding>> scheme and shall submit his design/details calculations to comply with all requirements per Electra (28) & Electra (47) CIGRE study for COMPANY review/approval.

2. The ratings of the sheath voltage limiter shall be verified by the required

calculations as per TES-P-104.08 and shall be subjected to COMPANY review and approval.

3. The power frequency sheath voltage induced under through fault conditions (3-

phase, phase to phase and single phase to ground faults) shall be calculated by the applicable methods and formulas as recommended in Electra (28), (47) & (128) CIGRE study for cross bonding systems Brochure 283.

4. Cable sheath voltage limiters shall be installed at location as recommended in

Electra (28), (47) & (128) CIGRE study for cross bonding systems Brochure 283.

5. The sheath normal (standing) voltage shall not exceed <<100>> volts, when

carrying the specified full load current. Where the standing sheath voltage at a termination exceeds <<10>> volts, the base metal work of the sealing end shall be screened against accidental contact by means of an insulating shroud.

6. The cable sheath induced voltage under short circuit conditions shall not

exceed <<5000>> volts to ground.

7. The induced shield voltage should be calculated at the worst case and assuming a short circuit current of <<40>>kA for <<one (1) second>>.

8. The CONTRACTOR shall clarify all parameters/assumptions for which the

calculations are based.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

28

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

E. Interference of Power Cables with Telecommunication Cables Power cables that are in parallel with telecommunication cables of other utilities, shall

maintain sufficient clearances as per STC requirement. In case the required clearance cannot be achieved, a study shall be performed and necessary mitigation shall be provided.

3.05 STANDARDS, CODES AND SPECIFICATIONS All WORK equipment and materials covered by this document shall conform to the

latest edition of the COMPANY’S Material Standard Specifications supplemented with latest applicable Standards, Codes and Specifications. The latest edition of each Standard and Specifications shall mean the latest edition specified hereunder.

The CONTRACTOR shall strictly comply with the following Standards, Codes and

Specifications, and no deviation shall be accepted unless otherwise supported by a written waiver from the COMPANY.

The CONTRACTOR may propose “equivalent” Standards and Specifications if such Standards and Specifications are in fact equal or better than those specified herein, and shall be subject to prior approval of the COMPANY.

For additional standards relating to communications system installation and supply of

communications materials, refer to Attachment IV.

A. Saudi Arabian Standards (SASO)

Std/Specs. No. Description

SASO/SSA-2 Steel Bars for Reinforcement of Concrete

SASO/SSA-39 Mechanical Test of Welded Joints

SASO/SSA-53 Graphic Symbols

SASO/SSA-55 PVC Insulated Cables

B. Transmission Material Standards & Specifications ( TMSS )

Std/Specs.

No. Rev Description

01-TMSS-01 01 General requirements for all Equipment/Materials

11-TMSS-02 01 Power cable, XLPE insulated, copper conductor, single core, 110KV,

115KV, 132KV, 230KV & 380KV rating.

12-TMSS-10 00 Splice & termination kits for power cables rated 69KV,115KV, 132KV,

230KV& 380KV

12-TMSS-11 00 Link boxes for grounding of U/G power cables.

23-TMSS-01 00 PVC conduits & fittings for underground cables.

23-TMSS-02 00 Duct sealing Units.

23-TMSS-04 00 Cable clamps for power cables

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

29

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

24-TMSS-01 01 Metallic cable tray systems.

48-TMSS-02 01 Non Metallic Fiber Optic cables.

70-TMSS-03 01 Normal weight ready mixed Portland cement concrete.

70-TMSS-04 00 Cable Trench Materials

All blank columns on the data schedules, inquiry information (for TMSS) shall be properly

filled-up by the contractor (as required) without omission and shall be submitted as part

of the CONTRACTORS technical proposal.

C. Transmission Engineering Specifications (TES)

Std/Specs.# Rev Description

TES-P-104.01 01 General Engineering Requirements for Underground cable

TES-P-104.02 01 Power Cable construction

TES-P-104.03 01 Sizing and Selection

TES-P-104.04 01 Engineering Requirements for Splices and Terminations for power

cables.

TES-P-104.05 01 Cable installations, engineering requirements

TES-P-104.08 01 Bonding & grounding of insulated metallic sheath of power cable

system (69KV to 380KV)

TES-P-119-05 00 Insulation Coordination

TES-P-119-07 00 Shielding

TES-P-119-10 00 Grounding

TES-P-119-20 00 LV cable raceways & cable installation practice.

TES-S-101.01 00 Safety and security – Introduction

TES-T-111.02 00 Communication facility grounding.

TES-H-107.01 00 Painting

TES-H-107.02 01 Paint color codes and standards.

D. Transmission Construction Specifications ( TCS )

Std/Specs.#. Rev Description

TCS-P-104.01 00 General requirements

TCS-P-104.02 00 Cable real handling & storage.

TCS-P-104.03 00 Trenches and ducts

TCS-P-104.06 00 Cable installation, field handling procedures

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

30

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

TCS-P-104.08 00 Field testing of power cables rated 110 KV, 115KV, 132 KV, 230KV

or 380 KV.

TCS-P-105. 01 Pre-commissioning Tests/procedures for SEC Transmission

Electrical Installations.

TCS-Q-113.01 01 Asphalt concrete paving

TCS-Q-113.02 01 Earthworks

TCS-Q-113.03 01 Cast-in-place concrete

TCS-T-111.01 00 Acceptance/commissioning, test & inspection of communications

network equipment.

TCS-T-111.02 00 Conduit sealing for underground communication cables.

TCS-T-111.05 00 Long pulls and real length limitations of underground telephone

cables

TCS-T-111.06 00 Optic fiber cable splicing

TCS-T-111.08 00 Installation of underground non metallic fiber cable

TCS-T-111.11 00 Design and installation of underground communications conduit and

manhole system.

TCS-T-111.12 00 Mini Trenching

E. Transmission Standard Drawings

TSD.#. Rev Description

TA-800062 00 Typical Duct Bank Sections, Concrete Duct Bank 69kv To 380kv.

TA-800063 00 Highway Crossings For 69 To 380KV Cables.

TA-800068 00 Highway Under Crossing For 110 KV To 380 KV U/G Power Cables

By Directional Drilling.

TA-800078 00 Typical Detail Of Conduit Mounting On The Gantry Structure For

Non-Metallic Fiber Optic Cables

TA-800096 00 Service Manhole Type-1 (1.2m X 1.5m X1.85m) Details And

Reinforcement.

TA-800097 00 Service Manhole Type-2 (1.5m X 2.75m X2.00m) Details And

Reinforcement

TA-800098 00 Manhole/Handhole Accessories For Communications.

TA-800140 00 Waterproofing For Duct Banks, Manhole/Handhole And Alternate

Roof Drainage Details.

TB-800067 00 Direct Buried Cable Trench Details In Rocky Area (Communications)

TB-800069 00 Standard Trench Detail Joint Communication & Power Cable.

TB-800076 00 Standard Precast Handhole For Communication In Non-Traffic

Areas (1.2m X 1.2m X 1.2m)

TB-800077 00 Standard Precast Handhole For Communication In Traffic Areas

(1.2m X 1.2m X 1.2m)

TB-800079 00 PVC Conduit Installation Concrete Encased (Vital Communications)

TB-800090 00 PVC Conduit Installation Concrete Encased (Non- Vital

Communications)

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

31

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

TB-800091 00 Concrete Encased Duct Detail For Rocky Areas (Vital

Communications)

TD-800007 00 Standard Sign Danger High Voltage Keep Away

TD-800008 00 Standard Sign Danger High Voltage Bone Skull

F. Saudi Electricity Company Engineering Drawings Standard (SEEDS)

SEEDS-I 00 Preparing, Processing & Managing Transmission

Drawings/Documents

SEEDS-II 01

Saudi Electricity Company Engineering Drawing Standard

(SEEDS) for Preparing, Processing & Managing Transmission

Drawings/Documents

G. International Standards and Codes The following list includes the most important Codes and Standards applicable to this PROJECT. These Codes and Standards will not be provided by the COMPANY:

Std/Specs. No. Description

ACI Standard of Formwork

AEIC CS9 Association of Edison Illuminating Companies - Specification for XLPE Insulated Shielded Power Cables, Rated 69kV - 138kV

ANSI C2 National Electric Safety Code

Electra (28) 1973

The Design of Specially Bonded Cable Circuits (Part I) [CIGRE Study Committee 21, Working Group 7]

Electra (47) (July, 1976)

The Design of Specially Bonded Cable Circuits (Part II) [CIGRE Study Committee 21, Working Group 7]

Electra (128)

Guide to the protection of specially bonded cable system against over sheath voltages. [CIGRE Study Committee 21, Working Group 7]

CIGRE Brochure 283

Special bonding of high voltage power cables 2005, working group B1.18.

NFPA 70 (2002 edition)

National Electric Code

NFPA 72C Installation, Maintenance and Use of Remote Station Protective Signaling Systems

ICEA P-45-482 (Latest)

Short Circuit Performance of Metallic Shields and Sheaths of Insulated Cable

IEC 60287 Electric Cables-Calculation of the Current Ratings

IEC 60840 (Latest)

Power cables with extruded insulation and their accessories for rated voltages above 30 kV (Um = 36 kV) up to 150 kV (Um = 170 kV) – Test methods and requirements

IEC 60949 (Latest)

Calculation of Thermally Permissible Short Circuit Currents, Taking into Account Non-Adiabatic Heating Effects

IEEE 80 Guide for Safety in AC Substation Grounding

ISO/R-31 Unit of Measure

*** END OF SECTION III ***

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

32

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION IV - EQUIPMENT/MATERIALS AND TECHNICAL SPECIFICATIONS 4.01 GENERAL

This Section outlines the technical specifications of the equipment/materials required for the complete installation of the PROJECT. The specifications outlined herein shall be read in conjunction with attached PROJECT drawings, the COMPANY Material Standard Specifications and the associated International Standards and Codes. The ratings and specific requirements of the various equipment shall be as indicated in Data Schedules of COMPANY Material Standard Specifications, and the CONTRACTOR shall ensure full conformity with the same.

This section provides the technical specifications of the following equipment/

materials: Power Cable Power Cable Terminations and Splice

Kits Link Box along with accessories Sheath Voltage Limiter Grounding cable and grounding rods

for link Boxes Bonding leads and Sheath insulators Cable Protective Tiles Cable Warning Tapes Steel Wire Mesh Warning Post PVC Conduits and Fittings

HDPE/Corrugated subducts

Concrete Concrete Encased Ductbanks And

Handhole Asphalt Concrete Pavement Reinforcing Steel Backfill Materials Duct Sealing Units Link Box Foundations Link Box Barricades Non-Metallic Fiber Optic Cable Optical Cable Joint Boxes OPGW Pull box

4.02 EQUIPMENT/MATERIALS SPECIFICATIONS

All equipment/material shall conform to related COMPANY standards and other

standards. Notes: 1. Cable protective tiles shall be provided to protect the cables against mechanical

damage. The size of the tiles shall be as per TCS-P-104.03 400mm x 190mm x 65mm. The compressive strength of the calcium silicate or concrete tiles shall be 285 kg/cm2 (minimum) after twenty-eight (28) days of curing.

2. A. Power Cable A warning tape as per standard TCS-P-104.03 shall be supplied.

B. Fiber Optic Cable A warning tape as per standard TCS-P-104.03 shall be supplied.

3. PVC coated 51 mm (2 in.) steel wire mesh of 2.5 mm diameter shall be supplied to cover the full width of cables trench.

4. A. PVC conduits and fittings shall be provided in all underground concrete duct

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

33

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

banks. The PVC conduits and fittings shall be designed, manufactured and tested in accordance with the COMPANY’S Materials Standard Specification .

B. Sub duct on straight run installed in concrete encased and direct buried

conduit Trench shall be rigid and must have 32mm outside diameter and made of HDPE piping compound, its inner wall must be smooth and its pulling length must not exceed 450m. It must comply with specification DIN 8074, DIN 8075.

C. Sub duct on Hand hole and inside the building shall be corrugated in gray

color, flexible and fire retardant (2 hours UL fire rating) with 32mm outside

diameter. Sub ducts installation shall be in accordance with TCS-T-111.11.

D. Unless otherwise indicated, the size of PVC conduit for Fiber Optic and 110kV power cable shall be 100mm and 150mm inside diameter, respectively.

E. For sand (direct buried) duct banks, PVC conduits shall be of class-4 type.

F. The duct sealing units for conduit fittings shall be in accordance with

COMPANY’S Materials Standard Specification.

5. A. Concrete directly in contact with soil shall conform to severe exposure condition per the requirements of specifications.

B. All reinforced concrete members in contact with soil shall be provided with

75mm minimum thick lean concrete. The minimum strength of lean concrete shall be 17 MPa and it need not conform to severe exposure condition. Two (2) layers of 150 microns polyethylene film shall be provided under the lean concrete.

6. A. CONTRACTOR shall construct concrete encased duct banks in accordance

with COMPANY Standard Drawing at roads crossings, factory and business entrances, along car wash and/or gas-line stations, and other areas where vehicles cross traffic is heavy. Spare circuit(s) conduit shall always be provided. All cable duct installations shall follow the requirements of the COMPANY Construction Standard.

B. All structural design calculations for concrete duct banks shall be submitted

together with all drawings to COMPANY for review and comments. C. Excavation and backfilling shall conform to the COMPANY Construction

Standard. No backfilling shall be performed before the structure has been approved by the COMPANY REPRESENTATIVE.

D. All forms shall be unyielding and tight jointed to produce hardened concrete

of high quality. Formwork shall conform to ACI-374.

E. All conduits installed shall be tested by mandrel of appropriate size, in the presence of COMPANY REPRESENTATIVE and the ends sealed.

F. The CONTRACTOR shall provide/construct duct bank system with PVC

pipes, flexible sub ducts, and hand holes to route the underground Fiber Optic cable up to the Interface Points along the entire cable route, as

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

34

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

indicated in PROJECT Drawings & Section II. The exact routing of the duct bank shall be proposed by the CONTRACTOR and approved by the COMPANY.

G. For communication duct bank configuration, requirements and details refer

to COMPANY Drawings TB-800079 & TB-800090.

H. Communication duct banks shall consist of dual 110mm PVC conduits.

One of the 110mm conduits shall be provided with four (4) 25.4 mm flexible PVC sub ducts. The other conduit shall remain vacant. All unused Conduits and Sub ducts shall be provided with different colored Pull ropes and plugged.

I. The CONTRACTOR shall design the hand hole of sufficient strength for the

duty it will be subjected to (i.e. equipment, vehicle, water and earth pressure). Hand holes shall continuously be free of water and provided with pulling eye, sump, step irons and all other necessary items.

Waterproofing of the hand holes shall be in accordance with COMPANY Standard Drawing TA-800140.

J. Communication hand hole shall be provided at every change in direction

along the proposed route, crossings, start or end of duct banks and at every 500 meters of continuous run.

K. For the design of the Fiber Optic communication cable hand holes details,

refer to COMPANY Drawing TB-800076 for non-traffic area and Drawing No. TB-800077 for traffic area.

L. Each Fiber Optic cable Hand hole shall be marked, with a stainless steel

marker plate, with the following information:

NATIONAL GRID SA-WEST FIBER OPTIC TELECOMMUNICATION

SYSTEM

CONTRACT NO. : _________________________

HANDHOLE NO. : _________________________

JOINT BOX NO. : _________________________

LINK DESTINATION : _________________________

ROUTE NO. : _________________________

The size/dimension of the marker plate to be installed on the Hand hole collar shall be 75mm (W) x 150 mm (L).

M. Hand holes shall be provided with necessary clamps and fixing hardware to enable looping the extra length of Fiber Optic cable for future use. Refer to COMPANY standard drawing TA-800098.

N. In all hand holes the sides and base slab of Hand hole shall be provided with

two (2) layers of waterproofing membrane (each minimum of 4mm thick). The membrane applied to vertical surface shall be protected with a 15mm thick protection board and horizontal surface with 50mm thick concrete screed & two (2) layers of 150 micron polyethylene sheet. Interior surface of the Hand hole shall be coated with two (2) coats of elastomeric cementitious impermeable membrane with the approval of COMPANY

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

35

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

REPRESENTATIVE.

7. A. Tack Coat The tack coat shall be of rapid curing type cutback asphalt consisting of

asphaltic base fluxed with suitable petroleum distillates. The product shall be free from water, show no separation prior to use, shall not foam when heated to application temperature and shall conform to the requirements of Grade RC-800 of ASTM D-2028.

B. Bituminous Paving Mixture

1. Asphalt shall be petroleum asphalt cement, penetration grade 60-70, conforming to the requirements of ASTM D946.

2. Mineral aggregates shall consist of coarse aggregate, fine aggregate, and filler material all complying with the requirements of specifications.

C. Asphalt Concrete Mix Design

The asphalt concrete mix design shall be submitted for review and approval by COMPANY REPRESENTATIVE at least thirty (30) days prior to start production of plant mix. The design shall be according to COMPANY standard.

8. Reinforcing steel ties shall be made using 1.5mm diameter steel wire with at least

two (2) wraps and twists. Wire tied splices shall be made with a minimum of two (2) separate ties. Welded wire fabric shall conform to ASTM A496 and SASO SSA 224/1981 (cold drawn) wire with minimum yield strength of 240 MPa.

9. A. All earthwork and asphalt materials and all other necessary materials within the COMPANY facilities, shall conform to the requirements specified in the COMPANY Construction Specifications for Earthwork and Specifications for Asphalt.

B. All backfill materials shall be furnished from a source accepted by the

COMPANY. Acceptance of a backfill source shall not mean automatic acceptance of all material obtained from the source, and the COMPANY may withdraw approval of the source at any time that materials produced by the source are not suitable for backfill. If suitable, excavated material can also be used for backfill.

4.03 APPROVAL CONDITIONS OF THE ROW AND MATERIALS SPECIFICATIONS A. All materials to be used within the jurisdiction of the Municipality shall conform to their

specific requirements. It is the responsibility of the CONTRACTOR to coordinate with Municipality regarding all the required requirements.

The following specific requirements of <<Municipality, Saudi Telecom Company

(STC), Water & Sewage Authority (W&SA), and Ministry of Transportations>> shall be complied with, but not limited to:

1. Re-asphalting the roads as per the requirements of the right of way

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

36

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

approval/conditions of various government agencies given in ATTACHMENT VIII.

2. A horizontal clearance of five (5) meters & a vertical clearance of one (1) meter shall be maintained from all STC cables.

3. The CONTRACTOR shall try as much as possible not to have crossings over the existing utilities. In case of such crossing, a clearance of 1 meter (minimum) shall be maintained.

4. The CONTRACTOR must take maximum care and attention when working near existing power and distribution cables. Also, the CONTRACTOR shall have the complete responsibility for any damage caused to these cables during WORK excavation.

All final drawings shall be approved by the concerned Government Agencies in writing prior to commencement of WORK. Any changes or deviations from the above mentioned conditions shall be specifically approved by the respective agencies.

B. The CONTRACTOR shall ensure strict compliance to the approval conditions of the

various government agencies as given in the copy of letters enclosed in ATTACHMENT VIII. The CONTRACTOR shall coordinate all the WORK with the concerned local authority and obtain all permits required to perform the WORK.

*** END OF SECTION IV ***

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

37

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION V - INSTALLATION REQUIREMENTS AND GUIDELINES 5.01 GENERAL

A. The subsequent sections will present the requirements and practices which shall be

the basis for the installation of underground power cables in SEC system. B. The installation practices that will be presented are consistent with the current

industry standards with special consideration being given to the working environment of Saudi Arabia.

C. The CONTRACTOR must strictly adhere to the requirements of COMPANY

Engineering Standard, Construction Standard, attached Conceptual Design Drawings, and the practices and procedures mentioned in subsequent sections.

5.02 REEL STORAGE

A. XLPE power cables shall be provided in Steel cable reels and reels will remain

property of contractors except provided along with spare cable. Proper storage and handling should commence from its arrival to the storage area until its installation.

B. Precautions must be observed to safeguard cable reels from any external mechanical

operating equipment or access by unauthorized persons. C. Care on reel deterioration should be observed if cables are to be stored for extended

period. Wooden reels shall be stored on concrete base or on raised wooden stringers placed under the reel flanges.

D. Cable reels shall be stored in an upright position only. Storing cable reels on their flat

sides are not allowed.

5.03 REEL HANDLING

A. The handling of cable reels upon receipt, storage and transport to the WORK SITE,

shall be properly performed that will ensure no damage to the cables or reels. B. Prior to moving or loading the cable reels, thorough knowledge and selection of

equipment capabilities and proper tools for handling are essential. C. To prevent reel drum damage when lifting with a crane, a steel shaft of proper

strength, length and diameter are required in the cable reel drum spindle and a spreader bar shall be used with a lifting wire rope sling or chain.

D. When transporting cable reels on flat cars or cable dolleys, the cable reels must be

properly choked and chained down. The cable reels are to be secured in the transporter through two (2) chains in the reel spindle hole.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

38

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

5.04 CABLE TRENCH REQUIREMENTS

A. General Requirements The underground power cable circuits shall be in sand duct banks, direct buried in a

trench and in concrete encased duct banks. The physical requirements of the trenches and concrete encased duct bank shall be in accordance with the COMPANY’S Engineering Standard and specifications.

B. Safety The CONTRACTOR shall take all necessary precautions to ensure the safety of

personnel working in the trenches and the general public. In addition, the CONTRACTOR shall adhere to the following guidelines:

1. The CONTRACTOR is responsible for conforming to the rules and regulations

pertaining to safety established by the ministries, municipalities, traffic police and COMPANY Loss Prevention Division.

2. Should there be closing/re-routing of traffic, the CONTRACTOR will properly

coordinate with the traffic police authorities. When required, the CONTRACTOR should assign someone to direct the traffic or act as flagman.

3. The CONTRACTOR shall provide cable trenching signboards on every

trench/road crossing and 200 meters on straight run.

C. Other Underground Utilities Prior to excavation, the CONTRACTOR shall gather all necessary information

regarding other existing underground services such as oil, gas, water, telephone, sewage, other electric cables (power cables, distribution cables & low voltage cables), building structures and shall use all precautions in excavating to avoid any damage to any underground utilities. The CONTRACTOR shall be fully liable for any damage caused to any service during cable installation by his personnel. Other utilities found during underground utilities’ survey shall be reflected on the “AS-Built” drawing.

D. Trenching in High Water Table Areas In areas where high water table causes the trench to become flooded, the trench

shall be cleared by either pumping or installation of a well point system depending upon the actual SITE conditions. Trenches subject to high water table must be shored to minimize trench-wall sloughing. The water removed from the trench shall be disposed of in a proper manner either by pumping to a storm water system or water tank trucks. If water is to be pumped into municipal sewage/storm water system, prior approvals must be obtained from the Municipal Sewage Authority.

E. Maintenance of Cable Trenches The CONTRACTOR shall take precautions to maintain the condition of the trenches

prior to the installation of the cables. Maintenance shall include prevention of cave-ins or sloughing of the trench walls, dewatering of the trenches and barriers for

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

39

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

vehicles. Cable trench and pit shall be continuously cleaned. No foreign matter shall be backfilled with cables that may damage the cable in future.

F. Other Trenching Requirements

1. The CONTRACTOR shall open only the width of trench as specified in the CONTRACT. The COMPANY shall not reimburse the CONTRACTOR for trenching or reinstatement in excess of the contractual widths or depths.

2. Asphalt and other non-reusable debris which is excavated from the trench must

be removed from the WORK SITE immediately and hauled to a Municipality approved dumping area.

3. Generally, Municipality or other authorities do not permit excavation of trench

lengths greater than 1 km at a time. After a given kilometer of trench is completely reinstated, the Municipality will then grant a WORK Permit for an additional 1 km of excavation.

4. Municipalities may grant only a limited time for complete reinstatement of a

trench section. 5. After completing the reinstatement WORK, the CONTRACTOR will be required

to submit an acceptance certificate to the COMPANY from the concerned agencies, otherwise, such WORK will not be accepted by the COMPANY.

6. The CONTRACTOR shall be responsible for reinstatement/restoration of any

disturbed or damaged facility which are incidental to PROJECT performance.

5.05 DIRECTIONAL DRILLING/THRUST BORING REQUIREMENTS

A. Horizontal Directional Drilling REF standard drawingTA-800068 1. The CONTRACTOR shall submit his proposal for the directional drilling method.

The CONTRACTOR or the CONTRACTOR’S approved SUBCONTRACTOR, specialized in the art of directional drilling, shall conduct the same. Drawing and procedures shall be submitted to the COMPANY for approval prior to start of construction.

2. The details of the directional drilling method along with description of the

machinery that will be used shall be submitted for COMPANY review and approval. The CONTRACTOR shall explain in details, how the required clearance between each circuit and other circuit and other utilities will be maintained.

3. Prior to commitment of any directional drilling work, the CONTRACTOR shall

get approval and permission from the concerned ROW approving agencies. 4. All the above requirements shall be submitted for COMPANY review and

approval.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

40

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

B. Thrust Boring

1. Where thrust boring under roads or other obstacles is required, CONTRACTOR

or the CONTRACTOR’S approved SUBCONTRACTOR, specialized in the art of thrust boring, shall conduct the thrust boring. Drawings and procedures shall be submitted to the COMPANY for approval prior to start of construction.

2. The thrust boring CONTRACTOR shall closely coordinate and discuss with the

COMPANY on any deviation and establishment of the specific line and grade tolerances. The CONTRACTOR should immediately inform the COMPANY if the existing field conditions will cause deviation.

3. The use of lubrications in the outside surface of casing pipe to reduce friction is

allowed, provided that the lubricants will not give any corrosive effect in the steel casing.

4. The CONTRACTOR can propose different arrangements if required to meet the

required Ampacity without any additional cost. 5. Prior to commitment of any thrust boring work, the CONTRACTOR shall get

approval and permission from the concerned ROW approving agencies. 6. The details of the thrust boring method along with description of the machinery

that will be used shall be submitted for COMPANY review and approval. 7. All the above requirements shall be submitted for COMPANY review and

approval.

5.06 CABLE DUCTBANKS

A. General Requirements

Ref to standard Drawing TA-800062 Design and construct concrete encased Ductbanks at road crossings as shown on

underground cables route drawing. Design and construction of concrete encased ductbanks shall be in accordance to ACI 318 (latest revision). Ductbank to be designed using AASHTO HS 20 load. Concrete encased ductbanks shall span the road where the underground power cables are to cross.

All cable ducts installation shall follow the requirements of the COMPANY’S

Construction Standard and specifications.

B. Bell Ends Bell ends shall be provided at the exit and at entrance of each duct. The bell end

shall be an extension of the plastic duct, therefore, bell end inserts which have a smaller internal diameter than the plastic duct, shall not be used.

C. Testing and Cleaning Upon completion of a duct run, a test mandrel (6 mm less in diameter than the

nominal inside diameter of the duct) and wire brush cleaner (slightly larger than the duct) shall be pulled through to each duct. The testing and cleaning of a concrete

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

41

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

encased ductbank should be done on the day after the concrete has been poured to eliminate any concrete which may have seeped into the ducts. A nylon pull line should be installed in each duct line after cleaning and all ducts shall be immediately sealed at both ends by using duct sealing units.

5.07 POWER CABLES INSTALLATION

GENERAL

Cable termination/joint must be installed by a qualified/certified jointer.

Quality certificate (check sheet) for each single cable termination/joint must be filled and signed by jointer.

All cable terminations and joints should be installed by a manufacturer certified jointer. The certification must be valid.

Manufacturer quality certificate must be filled and signed by the jointer.

All cable terminations and joints must be performed under direct/strict supervision of termination and joint manufacturer.

The contractor must insure in writing to projects department that the cable accessories stored are as per the manufacturer recommendations.

All documents (jointer certificates, filled quality certificate, copy of type test, FAT and check list for completed commissioning tests) must be handed over to LM department by the contractor along with As Built Drawings, after project completion.

Documents submitted by contractor must be in shape of hard copy and soft copy format.

A. Cable Pulling Tension and Sidewall Pressure Calculations The CONTRACTOR shall submit pulling procedure/calculations, in the base design

phase, giving anticipated pulling tensions and sidewall pressure calculations for power cables. The calculations should take into consideration pulling from whichever direction that minimize the pulling tensions and sidewall pressures. COMPANY Standards shall be followed for pulling tensions calculations as well as techniques and procedures for the installation of cables.

B. Preparation of Trench

1. The trench bottom and walls shall be carefully inspected, all rocks and other rough materials shall be removed.

2. The trench depth shall be increased in areas where underground utilities cross

perpendicularly and are located near the trench bottom, so that the cables when laid, shall pass underneath the utility with at least 1000 mm clearance. The transition of the cable under the utility shall be carried out gradually. A split conduit shall be provided on the cable which shall cross the utilities and will overlap utilities by 1000 mm both sides on crossing.

3. Where trenching is taking place in existing roads, shoring is required. Steel

plates shall be provided. Shoring shall extend from the trench bottom to a point above grade level. The shoring shall be adequately braced so that it remains rigidly in place.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

42

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

4. A 150 mm layer of fine, granular, uncontaminated bedding of sand shall be evenly distributed in the trench. This sand shall exhibit a maximum thermal soil resistivity of 1.20 K.m/W. It shall be the CONTRACTOR’S responsibility to test the soil thermal resistivity and verify, to the satisfaction of COMPANY REPRESENTATIVE, that the required value has been met. Method of soil treatment proposed by the CONTRACTOR to achieve the above said value shall be submitted to COMPANY for review and approval.

5. Cable rollers shall be placed in the trench at a maximum of 3 m apart and

carefully aligned so that the cable during pulling rests in the center of the roller. The rollers shall be carefully maintained and lubricated to ensure that roller friction is minimized. Defective and/or binding rollers shall not be used.

6. Whenever angles and/or bends in the route are encountered, care shall be

taken to ensure that the rollers are properly positioned so that the allowable bending radius of the cable is not exceeded. The rollers shall be adequately braced against tensions and side pressure that will be encountered during the cable pull. The transition through the angle and/or bend shall be uniformed to conform to the arc of a circle. Radii at the angles shall be as large as practical to minimize pulling tensions and sidewall pressures. The arc radii shall match those used in tension and sidewall pressure calculations.

C. Running Out of Cables 1. Before running out of cables, the capped ends shall be examined by the cable

manufacturer’s engineer for water tightness. The factory installed pulling eye shall be inspected for correct installation.

2. The cable drum can be positioned directly on the flat-bed trailer as long as obstacles in the trench do not prohibit such an action. The cable drum must be equipped with a braking mechanism and aligned at the proper position for cable pulling.

3. A pulling eye hook affixed to the cable pulling eye shall be connected to the wire

rope through a properly sized swivel and shackle. 4. After the facilities and the equipment are properly set, portable telephone shall

be located on the drum side, leading end of the cable and the winch side. They are utilized to control pulling speed and other communications.

5. Cable pulling shall be started gradually. A watchman who walks along the

cable as it is being pulled, shall observe the leading end of the cable. The rotating speed of the drum shall correspond to the pulling speed. If necessary, the drum rotating speed shall be controlled with a simple wooden brake. The pulling speed must be kept stable.

6. Watchmen are to be maintained at each duct entrance / exit along the

route so that when the cable leading end arrives, it can be directed into the duct without dragging the duct walls.

7. The cable shall be pulled continuously from the upper side of the drum in the

direction indicated on the cable drum.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

43

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

8. The COMPANY shall inspect and approve any pulling eye which is installed in the field.

9. During the cable pull, the tension reading from the tension meter shall be

recorded at several intervals. A special tabulation sheet for this record shall be provided by the CONTRACTOR. The tension values at each record interval shall be witnessed by the COMPANY REPRESENTATIVE. The CONTRACTOR and the cable manufacturer will affix their signatures to the record sheet at the termination of the cable pull. A copy of the recorded sheet will be submitted to the COMPANY REPRESENTATIVE on the same day.

10. Near joints, cable ducts, cable bending and at all other points where cables are

brought above ground and into buildings, at least 150 mm of cable slack per cable shall be left on each side to allow for ground settlement and for future repairs. As a rule, the cable shall be laid slack in the trenches. At splicing points, cables shall overlap to guarantee proper mounting of the joint.

11. After laying, the cable shall be aligned in trefoil (if applicable)formation and

bound at every 5 meters on straight lengths and at every 15 cm on bends to maintain the trefoil formation. The COMPANY shall approve the method of binding and the binding materials. Care shall be taken to ensure that the required spacing is maintained between power cable circuits in a common trench.

12. Plastic ducts shall be placed around the cables for protection at points where

the cables cross in close proximity to other underground utilities & ductbanks. 13. The sheath of power cables must be connected to the <<Substation grounding

system at both ends>>. All jointing and terminating materials shall be provided by the CONTRACTOR.

14. After the cables have been laid in the trench, all duct openings along the proposed route, at the existing Substation entry points, and new manholes shall be sealed off against ingress of moisture, sand and insects by use of COMPANY Standard duct sealing units.

D. Cable Splicing and Terminations 1. General Requirements

a. For cable splicing and terminating, it is mandatory that the CONTRACTOR install the splices and terminations in strict accordance with the cable manufacturer’s instructions.

b. The types of splices may be straight through, isolating, or a combination

of both. Depending upon the particular circuit design, these splices can be ungrounded, grounded or cross grounded. Splicing and terminations shall be in accordance with COMPANY’S Standards.

2. Certification of Splicing Personnel To ensure that the power cable splices and terminations are installed in a

professional and workmanship manner, all cable splicing and terminating personnel shall obtain a certification from the COMPANY before they can commence the WORK. At the approval of COMPANY, this certification may include previous cable manufacturer’s training.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

44

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

3. Cable Tagging All cables shall be clearly identified with durable non-corroding markers

securely fastened at each splice and at each termination point. Appropriate information shall include the phase and source/destination addresses, feeder number and voltage level.

E. Installation of Link Box

1. Both Straight-Through & Insulated Joints can be used through the course of

cable route as per Design Requirements with the condition that Sheath-Voltage shall not exceed 100 Volts. Leads shall be brought into Link Boxes at ground level. Bonding arrangement shall be provided in the link boxes. The link boxes in concrete housings shall be designed for heavy traffic load, water tight with suitable protection degree and shall be easily accessible. Lids should be made of lightweight material with two strong handles, which shall move freely and shall not project after placing into position. Provisions have to be made to reduce sheath over-voltages due to short circuits, surges and traveling waves at the sheath sectionalizing/insulation joints or sealing ends to safe limits. For these purposes, surge diverters consisting of non-linear resistors have to be provided. To make the diverters accessible they shall be mounted close to the joint bay in water-tight link boxes housed in reinforced concrete housings with de-mountable links in order to be able to disconnect them for maintenance purposes. A shall be regarded.

2. All electrical connections outside the link Box shall be cad-welded and properly

insulated to preclude corrosion. 3. The CONTRACTOR shall provide the detailed grounding arrangement at each

link Box location. The location of grounding rods shall be such that the top connections are accessible for testing and inspection at inspection pit. Resistance of the ground rods shall not be more than 2 Ohm. Other grounding requirements as per COMPANY Standard shall be followed.

4. All bonding leads from buried power cable joints up to the link Box should be

through a low surge impedance coaxial cable, <<10>>kV rating PVC insulated single conductor cable and capable of carrying the system short circuit currents.

5.08 FIBER OPTICAL CABLES INSTALLATION

For Fiber Optic Cables Installation Requirements, refer to ATTACHMENT II.

5.09 TRENCH REINSTATEMENT TO SUB-BASE

A. Sand Backfill After laying the power cables, a minimum 500 mm layer of fine, granular,

uncontaminated sand shall be applied to cover the cable. The sand shall exhibit a soil thermal resistivity of not more than 1.2 K.m/W. It shall be the CONTRACTOR’S responsibility to test the soil thermal resistivity and verify to the satisfaction of COMPANY that the required value has been met.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

45

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

B. Cable Protection After applying 500 mm layer of fine, granular, uncontaminated sand above the power

cable, the following cable protection and warning devices shall be placed in the trench:

1. Cable Tiles To protect the cables against mechanical damage, concrete tiles described in

Section IV shall be placed in the trench as per COMPANY Standards TCS-P-104.03. The tiles shall be laid longitudinally along the trench over power cable circuit.

2. Steel Wire Mesh PVC coated steel wire mesh as described in Section IV shall be laid 200 mm

above the cable tiles. This wire mesh shall cover the full width of the trench. When the width of the cable trench exceeds the standard manufactured width of mesh, the mesh can either be overlapped or cut to the proper width.

3. Warning Tape A Flame red (RAL 3000) warning tape for power cables as described in Section

IV shall be laid above the wire mesh. The warning tape shall be installed in accordance with the COMPANY Standards.

4. Warning Post Warning posts shall be provided in all open area throughout the cable routes

except on road crossings and conflict. The installation of the warning post shall be as per COMPANY Engineering Standard.

5.10 REINSTATEMENT OF PAVEMENT SUB-BASE AND BASE COURSE

General Information Since the cable trenches will be routed in Municipal/MOT roads, the CONTRACTOR

must WORK in conjunction with the Municipality/MOT engineers for approvals of the asphalt sub-base and base course application and testing. The reinstatement shall be in accordance with latest approved Municipality/MOT specifications and/or the following paragraphs as applicable.

The CONTRACTOR shall submit to the COMPANY a list of test procedures and

schedule of testing. The CONTRACTOR shall engage the services of an independent testing agency acceptable to the COMPANY, to conduct verification tests of in-place density at an average interval of 400 meters along trenches, if so requested by the COMPANY and as dictated by MOT/Municipality authorities. This testing will be conducted by the COMPANY approved testing agency or as dictated by Municipality/MOT.

5.11 ASPHALT REINSTATEMENT

A. General Paving Requirements for Hot Asphalt Mix

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

46

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

The CONTRACTOR shall provide hot asphalt mix and necessary primer. Cutting of pavement shall be only by saw. Areas to be paved shall be substantially true to line and grade, and have a firm surface without foreign materials. The paving mixture shall be placed only when the humidity, general weather conditions and temperature of the base, in the opinion of the COMPANY REPRESENTATIVE are suitable. Paving mixture shall be delivered to the WORK location at a temperature no less than 235°F (113°C) and never exceed 350°F (177°C).

CONTRACTOR must WORK in conjunction with the Municipality/MOT engineers for

approval of the asphalt materials and testing. The CONTRACTOR shall submit to the COMPANY a list of test procedures and the schedule of testing. The CONTRACTOR shall engage the services of an independent testing agency acceptable to the COMPANY and the Municipality/MOT. All asphalt material and construction shall conform to the requirements of Municipality/MOT.

B. Placing of Mixture The mixture shall be placed in the number of lifts and thickness indicated (approved

paving thickness by the Municipality and COMPANY).

C. Compacting the Mixture The mixture shall be compacted immediately after placing. Each rolling operation

shall follow the preceding operation as closely as possible. In areas too small for roller, a vibrating plate compactor or hand tamper may be used to achieve thorough compaction.

D. Compaction and Testing Requirements

1. One (1) composite sample of asphalt mix shall be taken each production day from the first truckload of mix delivered to the WORK SITE, for laboratory testing. The sample will be taken by the COMPANY designated agency and tested in accordance with ASTM D-1559 to determine the laboratory density requirements (50 blow marshall), and the following: a) Gradation b) Flow test with an accepted range in between 8-16 c) Stability, lb. (at 140°F, 60 °C) of 1000 lb. minimum for both layers

2. The asphalt pavement placed in the field shall be equal to or greater than 95% of the laboratory marshall density determined for the material being used (ASTM D-1559).

3. One (1) sample of the compacted asphalt pavement for each 100 linear meters

of road reinstated shall be tested per ASTM D-1559. 4. Additional requirements are needed to identify the type of asphalt mix (tested in

laboratory). 5. To be able to evaluate the materials being used, the CONTRACTOR shall

conduct and submit the following tests, prior to use, to demonstrate conformance of proposed backfill materials and mix designs:

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

47

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

a) Mechanical Analysis b) Plasticity Index c) Relative Density d) Modified Compaction e) Dry Unit Weight and Moisture Content (Nuclear Method by using of

Gamma Rays) f) Dry Unit Weight and Moisture Content taken samples done in the

laboratory. g) Marshall Stability h) Asphalt Mix Design i) Marshall Design Check j) Field Curing for Field Compaction Check

5.12 CABLE ROUTING INSIDE SUBSTATION'S BASEMENT

A. The CONTRACTOR shall provide properly secured cable clamps AS PER SEC

STANDARD Drawing 23-TMSS-04 Rev0 from the cable entry ducts in the cellar/basement wall to the sealing end bay positions. The cable clamps shall be installed every 500mm along the cable route in the cellar. The installed clamps shall have sufficient mechanical strength to withstand torques in the cables due to faults, surges. The COMPANY shall approve the clamps prior to installation.

B. All uni-struts, supports, clamps and fittings shall be grounded. The CONTRACTOR

shall submit grounding details for COMPANY review and approval. C. The CONTRACTOR shall provide the necessary fire proofing of the cable inside

Substation basement in accordance to COMPANY Engineering Standard.

D. The power cable circuits shall be tagged immediately on entering the cable cellar/basement with the name of route, length of the route, size of the conductor, voltage level and type of insulation.

E. The CONTRACTOR has to undergo a joint inspection with COMPANY

REPRESENTATIVE to select the most suitable cable entry points and the best cable route inside substations basements. Upon completion of the inspection, the CONTRACTOR shall submit a scale drawing incorporating all the details for COMPANY approval.

F. The CONTRACTOR shall provide adequate cable loop not less than five (5) meters in

the basement for any future termination work. G. The CONTRACTOR shall make sure that the cable clamping arrangement on steel

supports does not produce circulating current/heat in the steel supports. H. The power cables shall always be, to the extent possible, routed only in trefoil

formation formed by cores of R, Y, and B phases. Laying/routing of single core power cables other than in trefoil of R, Y & B phases, through GI or metallic conduits/sleeves shall be avoided.

I. All cable clamps, cable cleat and the bolts used in cable cleats shall be made of non-

magnetic materials.

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

48

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

5.13 OTHER INSTALLATION REQUIREMENTS

A. Responsibility During Installation The CONTRACTOR shall be responsible for all materials and component parts during

installation. Failure of any cable and/or component during installation or testing shall cause the

faulty cable and/or component to be unacceptable until all test results are reviewed and corrective action taken. To minimize failures at final testing, the CONTRACTOR should physically check and test the cable in segments during installation preferably before backfilling the cable trench.

B. Access to Public and Private Properties During excavation in built-up city areas, access shall be provided to public and private

properties by providing suitable bridges for both pedestrian and vehicular traffic.

C. Traffic Diversions The CONTRACTOR shall make and maintain all traffic diversions required for the

safe completion of the PROJECT, including all necessary barricades, warning lights and signs as governed by the Traffic Police.

*** END OF SECTION V ***

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

49

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

SECTION VI – TESTING AND COMMISSIONING

6.01 GENERAL REQUIREMENTS A. Testing of high voltage cable system and Fiber Optic cable system shall be carried

out to ensure that the necessary design and operation specifications are achieved prior to placing the cables systems into service.

B. The CONTRACTOR shall be responsible to carry out all tests in a safe manner and

with a predetermined safe working procedure submitted to COMPANY. C. The mechanical check and visual inspection as required in COMPANY’S Standard

shall be carried out prior to any electrical test. D. In addition to the tests required in this standard, all tests required by the cable

manufacturer shall be performed as outlined in TCS-P-105 and relevant standards for respective equipment. In the event of a conflict between the testing requirements of this standard and those of the cable manufacturer, the COMPANY shall be the sole judge as to which tests shall take precedence.

E. All instruments/equipment that belong to CONTRACTOR must have valid calibration

certificates and they shall be available at SITE for COMPANY REPRESENTATIVE’S inspection.

6.02 POWER CABLES ELECTRICAL TESTS After completing cable installation, the following tests/measurements shall be

conducted on the power cables. These tests/measurements shall be conducted in the presence of COMPANY REPRESENTATIVE who will sign the recording documents upon completion of the tests/measurements. All testing and measuring instruments and equipment shall be provided by the CONTRACTOR.

A. Cable Jacket Test A sheath test shall be performed on the cable jacket after placement and compaction

of the permanent trench backfill. After applying 100 to 150 mm of backfill material cover over the cables, a 10kV DC potential shall be applied for 1 minute between the metallic shield and the earth electrode. No electrical breakdown shall occur.

Prior to 10kV DC jacket test, it is necessary to carry out shield insulation resistance

test. This shall be measured by 1000V mega-ohm meter. Each sheath section has to be measured. If the insulation reading is found abnormally low, further physical inspection on sheath connections and the accessories is required.

Upon successful completion of sheath insulation test, 10kV DC test shall be

performed on each cable section between link boxes. Maximum allowable leakage current shall be as per TCS-P-104.08.

B. Conductor Continuity and Phasing Tests

C. Metallic Shield Continuity Test

DRAWN BY:

DATE: 07-09-2014

CHK’D BY:

APPROVED


CERTIFIED

BY:

DATE:




PTS No.

14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

50

OF 50

01 NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

D. Cable Insulation Test by Megohmmeter

E. Cable Profile Radar Test

F. High Voltage AC Test

G. Grounding Resistance Measurement at Link Boxes and Splices/Terminations at

link Boxes and Contact Resistance of each Cad Weld Joint.

H. Cross Bonding Test.

I. Conductor Resistance and Shield Resistance Test

Using a sensitive measuring instrument, conductor DC resistance and shield DC resistance shall be measured. Accuracy required up to three (3) decimals. For comparison with theoretical figure, the obtained readings shall be corrected to 20

o C.

J Cable Impedance Measurement (Calculated & Measured Parameters) Positive sequence impedance, negative sequence impedance, zero sequence impedance and earth loop impedance.

K. All above tests shall be as detailed in the COMPANY Construction Standard 6.03 LINK BOX ELECTRICAL TESTS The link Box shall be tested prior and after installation by test voltage as specified in

standard specification. 6.04 FIBER OPTIC CABLES TESTS

For Testing of Fiber Optic Cables Requirements, refer to ATTACHMENT VI.

*** END OF SECTION VI & SOW/TS ***

REVISIONS

DRAWN BY: 47467

DATE: 7-09-2014

CHK’D BY:

APPROVED

ENGINEERING DEPT.

CERTIFIED

BY:

DATE:

ATTACHMENT -1

MATERIAL TECHNICAL DATA

SHEETS

PTS No. 14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

0

NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

ATTACHMENT - I

MATERIALS DATA SCHEDULES

REVISIONS

DRAWN BY: 47467

DATE: 7-09-2014

CHK’D BY:

APPROVED

ENGINEERING DEPT.

CERTIFIED

BY:

DATE:

ATTACHMENT -1

MATERIAL TECHNICAL DATA

SHEETS

PTS No. 14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

0

NG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

T AB L E O F C O N T E N T

Sr# STANDARD REV TITLE PAGE #

1 10-TMSS-01 01 Bare overhead line conductor 17/20 To 20/20

2 10-TMSS-04 01 Optical Fiber Ground Wire (OPGW) 24/29 To 29/29

3 10-TMSS-05 01 Bare copper clad steel grounding conductor

and grounding rod

9/11 To 11/11

4 12-TMSS-01 01 Line hardware 23/25 To 25/25

5 12-TMSS-02 01 Compression type connectors for OHTL 10/12 To 12/12

6 12-TMSS-03 00 Obstruction Markers and conductor lighting 08/10 To 10/10

7 15-TMSS-04 01 Insulators porcelain, long rod type 10/13 To 13/13

8 20-TMSS-01 01 Latticed steel structures 24/27 To 27/27

9 35-TMSS-01 00 Surge Arrester 08/13 To 13/13

10 70-TMSS-03 01 Normal weight ready-mixed Portland cement

concrete

36/38 To 38/38

11 11-TMSS-02

01 power cable, XLPE insulated, copper

conductor, single core, 110KV, 115KV,

132KV, 230KV or 380KV rating.

12/35 To 17/35

12 12-TMSS-10

00 Splice & termination kits for power cables

rated 69,115, 110, 230 & 380KV

12/19 To 19/19

13 12-TMSS-11

00 Link boxes for power cables. 23/29 To 29/29

14 23-TMSS-01

00 PVC conduits & fittings for underground

cables.

22/24 To 24/24

15 23-TMSS-02

00 Duct sealing Units. 11/13 To 13/13

16 23-TMSS-04

00 Cable Clamps for Power Cables 9/12 To 12/12

17 24-TMSS-01 01 Metallic Cable Tray System 12/14 To 14/14

18 48-TMSS-02

01 Non Metallic Fiber Optic cable 20/28 To 28/28

ATTACHMENT II

INTERCONNECTION OF 380/110KV YANBU CITY BSP WITH

110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING

MATERIALS UNTIL CERTIFIED AND DATED


NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

1 OF 18

0

JOB ORDER NO. A

PLANT NO. INDEX DOCUMENT NO. PAGE NO. REV.

ATTACHMENT II

SCOPE OF WORK AND TECHNICAL SPECIFICATIONS

FOR

FIBER OPTIC CABLE

AND

LINK REQUIREMENTS FOR COMMUNICATION SYSTEM

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

2 OF 18

0

JOB ORDER NO. A


TABLE OF CONTENTS

SECTION PAGE NO.

I SCOPE OF WORK 1.01 COMMUNICATIONS WORKS 1.02 STANDARDS, CODES AND SPECIFICATIONS

II MATERIALS

2.01 OPTICAL FIBER CABLE (NFOC, OPGW,ADSS) 2.02 FIBER OPTIC JOINT BOXES 2.03 FIBER MANAGEMENT RACK

III TECHNICAL SPECIFICATIONS

3.01 FIBER OPTIC CABLE INSTALLATIONS 3.02 INSTALLATION OF FIBER OPTIC CABLE JOINT BOXES

IV TESTING AND COMMISSIONING

4.01 TESTING OF FIBER OPTIC CABLES

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

3 OF 18

0

JOB ORDER NO. A


SECTION I- SCOPE OF WORK

1.01 COMMUNICATION WORKS

INTERCONNECTION OF 380/110KV YANBU CIYY BSP WITH 110KV YANBU NETWORK.

1.01.1 Loop in and loop out of existing Yanbu South-Yanbu East single circuit to Yanbu City BSP.

Refer to drawing no. WT-915133 for transmission line Connection diagram

Provide and install Two (2) No of NFOC having approximately 3,000 meters route

length, 96 core, single mode, from the proposed Fiber Management Rack at 380/110KV Yanbu City BSP to proposed looping point. Perform splicing of all fibers cores at all required locations along the fiber optic cable route to form a complete Fiber Optics Cable Link for all cores between the following locations. 380/110kV Yanbu City BSP & 110/13.8kV Yanbu East substation.

380/110kV Yanbu City BSP & 110/13.8kV Yanbu South substation.

The CONTRACTOR shall provide, install, test and commission Dispersion Un-shifted Single- Mode (DUSMF) (ITU-T G.652.D) underground non-metallic fiber optic cable (U/G-NMFOC) type in all items above. The proposed UGNMFOC shall be routed along the same route of the proposed 110kV Power Cables.

1.01.2 Loop in and loop out of existing Yanbu North-Yanbu East single circuit to Yanbu City

BSP.

Provide and install Two (2) No of NFOC having approximately 6,000 meters route

length, 96 core, single mode, from the proposed Fiber Management Rack at 380/110KV Yanbu City BSP to proposed looping point. Perform splicing of all fibers cores at all required locations along the fiber optic cable route to form a complete Fiber Optics Cable Link for all cores between the following locations. 380/110kV Yanbu City BSP & 110/13.8kV Yanbu East substation.

380/110kV Yanbu City BSP & 110/13.8kV Yanbu North substation.

The CONTRACTOR shall provide, install, test and commission Dispersion Un-shifted Single- Mode (DUSMF) (ITU-T G.652.D) underground non-metallic fiber optic cable (U/G-NMFOC) type in all items above.

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

4 OF 18

0

JOB ORDER NO. A


The proposed UGNMFOC shall be routed along the same route of the proposed 110kV Power Cables.

1.01.3 Installation of 110kv U/G Cables From Yanbu City BSP to Yanbu South 110KV Substation.

Provide and install One (1) No of NFOC having approximately 4,500 meters route

length, 96 core, single mode, from the proposed Fiber Management Rack at 110KV to proposed looping point. Perform splicing of all fibers cores at all required locations along the fiber optic cable route to form a complete Fiber Optics Cable Link for all cores between the following locations.

380/110kV Yanbu City BSP & 110/13.8kV Yanbu South substation.


1.01.4 Diverting existing Yanbu East-Yanbu Al Nakhal circuit Yanbu City BSP..

Provide and install One (1) No of NFOC having approximately 5,300 meters route

length, 96 core, single mode, from the proposed Fiber Management Rack at 380/110KV Yanbu City BSP to proposed looping point. Perform splicing of all fibers cores at all required locations along the fiber optic cable route to form a complete Fiber Optics Cable Link for all cores between the following locations. 380/110kV Yanbu City BSP & 110/13.8kV Yanbu Al Nakhal substation.


1.01.5 Diverting existing (under construction by EHV) 110KV (4x500mm²AAAC) Yanbu 3

BSP-Yanbu North-2 Transmission line to Yanbu City BSP.

Provide and install Two (2) No of OPGW each having approximately

12.5kilometers route length, 48 core, single mode, OPGW from the

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

5 OF 18

0

JOB ORDER NO. A


proposed NFOC fiber optic cable splicing/joint boxes at 380/110KV Yanbu City BSP gantry structure to splicing box at looping Tower. OPGW shall be with minimum fault current capacity of <<13/24>>kA for 0.3 second at 55 °C initial temperature. Minimum UTS of OPGW shall be 70kN/120kN respectively.

Provide and install Two (2) No of NFOC having approximately 0.5 meters

route length, 96 core, single mode, from Yanbu City BSP to 110KV Gantry. Perform splicing of all fibers cores at all required locations along the fiber optic cable route to form a complete Fiber Optics Cable Link for all cores between the following locations. 380/110kV Yanbu City BSP & 110/13.8kV Yanbu North-2 Substation.

The CONTRACTOR shall provide, install, test and commission Dispersion Un-shifted Single- Mode (DUSMF) (ITU-T G.652.D) underground non-metallic fiber optic cable (U/G-NMFOC and OPGW) type in all items above.

1.02 STANDARDS, CODES AND SPECIFICATIONS

A. COMPANY Material Standard Specifications

TMSS # Rev Description

10-TMSS-04 01 Optical Fiber Ground Wire (OPGW)

48-TMSS-02 01 Non-Metallic Fiber Optic Cable (NFOC)

B. COMPANY Construction Standards

TCS # Rev Description

TCS-T-111.06 00 Optical Fiber Cables Splicing TCS-T-111.08 00 Underground Installation of Optical Fiber Cables

C. COMPANY Standards Drawings

TSD # Rev Description

TA-800079 PVC Conduit Installation Concrete Encasement Communication

TA-800098 Manhole/Handhole Accessories for Communications

TA-800076 Standard Precast Handhole for Communication in Non-Traffic Areas

(1.20mx1.20mx1.20m)

TA-800077 Standard Pre-cast Handhole for Communication in Traffic

Areas (1.20mx1.20mx1.20m)

TA-800078 Typical Detail of Conduit Mounting on the Gantry structure for Non-metallic

Fiber Optic Cables.

**** END OF SECTION I ****

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

6 OF 18

0

JOB ORDER NO. A


SECTION II- MATERIALS

2.01 OPTICAL FIBER CABLES

A. COMPOSITE OPTICAL GROUNDWIRE (OPGW)

The composite Optical Groundwire Cable (OPGW) shall meet all the requirements of

COMPANY Material Standard Specification 10-TMSS-4 rev01.

For standard specifications, if another standard is to be used for the fiber optics cable contained in the OPGW cable (e.g. in the case of non-zero dispersion shifted fiber optics cable), please revise the previous paragraph as necessary, and make the required additions/deletions as required.

B. UNDERGROUND NON-METALLIC OPTICAL FIBER CABLE (NFOC)

The Non-Metallic Underground Optical Fiber Cable shall meet all the requirements of

COMPANY Material Standard Specifications 48-TMSS-02 rev01.


C. SELF SUPPORTING NON-METALLIC FIBER CABLE (SS NFOC)

The Self-supporting Non-Metallic Fiber Optic Cable shall meet all the requirements of

the COMPANY Material Standard Specification 48-TMSS-02 rev01.


D. CONTRACTOR shall submit his proposal along with Technical Specification and

representative sample of the cable to the COMPANY for review and approval prior to manufacturing the cable.

All types of the Optical Fiber Cables shall be compatible with each other. The

CONTRACTOR and the cable manufacturer shall guarantee that the Fibers of each Cable Drum supplied to the COMPANY have matching parameters to enable good optical splices within COMPANY specified maximum allowable optical splice loss limit.

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

7 OF 18

0

JOB ORDER NO. A


2.02 FIBER OPTICS JOINT BOXES

Refer to drawing number KT-###### for OPGW joint box installation details.

A. TAKE-OFF STRUCTURE TYPE 4-WAY JOINT BOX (OPGW - U/G NFOC)

This type of Joint Box will be used in locations known as take-off structures where the incoming OPGW cable (at the substation end) will terminate with the underground fiber optics cable at the site. Cable Glands (minimum of four each) shall be supplied for this type of joint box, with two cable glands provided for the incoming underground fiber optics cable (which will enter at the bottom of the joint box, and the cable glands fitted with a reduction adapter to mate with the incoming underground flexible conduit to provide a watertight connection to the underground conduit), and two cable glands provided for the incoming OPGW cable (with the cable glands located on the side of the take-off structure Type Joint Box, providing a watertight connection and fitting snug with the incoming OPGW cable). All splice cassettes/cable trays shall be supplied and installed inside this type of joint box, as well as all other accessories for splicing the fiber optics cables. The take-off structure Type Joint Box shall have a grounding connection for tying the box to an external ground.

B. TAKE-OFF STRUCTURE TYPE 4-WAY JOINT BOX (SS NFOC - U/G NFOC)

This type of Joint Box will be used in locations known as take-off structures where the incoming Self-supporting Non-Metallic Fiber Optic Cable (SS NFOC) (at the substation end) will terminate with the underground fiber optics cable at the site. Cable Glands (minimum of four each) shall be supplied for this type of joint box, with two cable glands provided for the incoming underground fiber optics cable (which will enter at the bottom of the joint box, and the cable glands fitted with a reduction adapter to mate with the incoming underground flexible conduit to provide a watertight connection to the underground conduit), and two cable glands provided for the incoming SS NFOC (with the cable glands located on the side of the take-off structure Type Joint Box, providing a watertight connection and fitting snug with the incoming SS NFOC). All splice cassettes/cable trays shall be supplied and installed inside this type of joint box, as well as all other accessories for splicing the fiber optics cables. The take-off structure Type Joint Box shall have a grounding connection for tying the box to an external ground.

C. MID SPAN TYPE 4-WAY JOINT BOX (OPGW - OPGW) This type of Joint Box will be used in locations known as Mid-Span Structures where incoming OPGW cable will terminate with another OPGW cable at the site. Cable Glands (minimum of four each) shall be supplied for this type of joint box, with two cable glands entering at the bottom of the joint box, and two cable glands entering on the side of the joint box. (with the cable glands located on the side of the take-off structure Type Joint Box, providing a watertight connection and fitting snug with the incoming OPGW cable). All splice cassettes/cable trays shall be supplied and installed

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

8 OF 18

0

JOB ORDER NO. A


inside this type of joint box, as well as other accessories for splicing the fiber optics cables. The Mid Span Type Joint Box shall have a grounding connection for tying the box to an external ground.

D. MID SPAN TYPE 4-WAY JOINT BOX (SS NFOC – SS NFOC) This type of Joint Box will be used in locations known as Mid-Span Structures where incoming SS NFOC will terminate with another SS NFOC at the site. Cable Glands (minimum of four each) shall be supplied for this type of joint box, with two cable glands entering at the bottom of the joint box, and two cable glands entering on the side of the joint box. (with the cable glands located on the side of the take-off structure Type Joint Box, providing a watertight connection and fitting snug with the incoming SS NFOC cable). All splice cassettes/cable trays shall be supplied and installed inside this type of joint box, as well as other accessories for splicing the fiber optics cables. The Mid Span Type Joint Box shall have a grounding connection for tying the box to an external ground.

E. UNDERGROUND TYPE 4-WAY JOINT BOX (U/G NFOC – U/G NFOC) This type of Joint Box will be used in locations such as Underground Handholes/Manholes (where CONTRACTOR will route underground cable) where two underground fiber optics cables will be joined. All splice cassettes/cable trays shall be supplied and installed inside this type of joint box, as well as other accessories for splicing the fiber optics cables. The Underground Type Joint Box shall have a grounding connection for tying the box to an external ground. Notes applicable to all Joint Boxes – Tagging/Labeling

During the installation of all Joint Boxes – Tags/labels shall be provided for each joint

box, which shall contain the following information.

Contract Number of the Cable Installation: CONTRACTOR Name: Route of the Fiber Optic Cable (Source/Destination) Number of Fiber Cores: Type of Fiber Optic Cable: Structure Number of the installation (Outdoor Type Fiber Joint Boxes Only): Handhole/Manhole Number (Underground Type Fiber Joint Boxes Only): For outdoor type Joint Boxes, the tagging/labeling shall be provided and installed on a permanently affixed stainless steel tag whose size, lettering, and location shall be easily readable from personnel on the ground, and shall use embossed letters to allow for ease of reading. For underground type joint boxes (where used), the tagging/labeling shall be provided and installed on a permanently affixed stainless steel tag, or plastic tag whose size,

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

9 OF 18

0

JOB ORDER NO. A


lettering, and location shall be easily readable from personnel on the ground, and shall use embossed letters to allow for ease of reading. For all joint box tags, a sample of each tag shall be submitted for COMPANY review and comment before manufacture of each tag. Notes applicable to all Joint Boxes-Other

As a part of submittals provided by the CONTRACTOR, type test data and materials

brochures shall be supplied by clearly identifying the type of fiber optics joint boxes, which are to be supplied. This data shall include (but not be limited to the following):

a. Crush Resistance, static load b. Impact Resistance, chemical resistance test c. Dimensions and mounting details of the Joint Box d. Inside dimensions, and details for mounting of all accessories e. Watertighthness and temperature cycling test of the Joint Box f. Grounding Details of the Joint Box g. Accessories list, including details of splice cassettes, and trays, mounting

hardware and accommodate looping of excess fiber optics cable Each Fiber Optics Joint Box which is to be supplied shall be able to loop an additional 10 meters of fiber optic cores inside the joint box, other than the fiber optics cores which are to be contained inside the Splice Cassette tray. The box shall be designed with retainers to allow for looping of these excess fiber optics cores.

2.03. FIBER MANAGEMENT RACK:- F.M.R Specifications:

A. The Fiber Optics Cable Management rack shall be designed to utilize a standard

EIA (Electronic Industries Association) 19 Inch or 23 Inch rack which will be suitable for mounting splice cassette/splice organizer modules, as well as modules which will be terminate fiber optics pigtail and fiber optics patch cable. Each standard EIA 19 inch or 23 inch rack shall be of a height which is consistent with the overall equipment installation at the site (either 2.0 meters high, or 2.2 meters high, depending on the installation.

B. As part of the design of the Fiber Optic Cable management Rack, enclosures will

be provided for the housing of splice organizer/splice cassette trays, used to splice incoming fiber optics cable (indoor cable, or underground fiber optics cable) with fiber optics pigtail cables. The enclosure used for this purpose may be either a “pull-out” type design (where a technician will pull out the associated tray of the enclosure from the front access, exposing the inner fiber optics joints), or may be a “swing frame” design (with a left-hand hinge, and a handle on the right side) to allow the access for the splice organizer/splice cassette tray, by “swinging out” the enclosure from the right side handle. Splice organizer trays used in this enclosure shall be sized to accommodate a minimum of forty-eight (48) fusion splices. Also, the enclosure used to hold the splice organizer/splice cassette tray shall be designed with sufficient space,

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

10 OF 18

0

JOB ORDER NO. A


and lopping supports to provide storage of a minimum of five (5) meters of excess fiber optics pigtail cable (48 pigtails).

C. As part of the design of the Fiber Optic Cable Management Rack/Panel,

enclosures will be provided for the housing of fiber optics termination connections (FC/PC barrel, or bulkhead connectors) used to interconnect fiber optics pigtail cords with Fiber Optic Patch Cable.. The enclosure used for this purpose may be either a “pull-out” type design (where a technician will pull out the associated tray of the enclosure from the front access, exposing the connections between the fiber optics pigtail cables with the fiber optics patch cables), or may be a “swing frame” design (with a left-hand hinge, and a handle on the right side) to allow the access to the interconnection between the fiber optics pigtail cable, and fiber optics patch cable, by “swinging out” the enclosure from the right side handle. also, the enclosure used to hold the splice organizer/splice cassette tray shall be designed with sufficient space, and looping supports to provide storage of a minimum of five (5) meters of excess fiber optics pigtail cable (for 48 cores fiber termination connection enclosure is used)) and a minimum of five meters of excess fiber optics patch cable. FC/PC Fiber Optic Barrel, or Bulkhead connectors used shall allow for no greater than a 0.5dB/per connection loss, when the connection is used, and shall be designed for use with Single Mode Fiber Optics Cable.

D. Also, as part of the design/construction of the Fiber Optics Cable Management

Rack, all accessories required to orderly route incoming underground fiber optic cable, indoor fiber optics cable, as well as fiber optics pigtail cable, and fiber optics patch cable shall be provided. These may include items such as “D” channels, incoming flexible sub duct, mounting supports (for incoming fiber optics cable), buffer tubes for fiber optics cores (in the enclosure used for splicing), brackets/guides to route fiber optics pigtail/patch cable between portions of the Fiber Optics Cable Management Rack, and other accessories which are required as part of the equipment manufacture’s design/construction of the Fiber Optics Cable Management Rack.

E. If the Fiber Optics Cable Management Rack is exclusively used for patching and

termination of fiber optics pigtail cable, and fiber optics patch cable, the Fiber Optics Cable Management Rack shall allow for the termination of a minimum of 48 fibers (or 2 each 24-cores Fiber Optics Cables).

F. Also the Fiber Optics Cable Management Rack shall be provided with required

dust proof covers (to prevent fiber optics splices form dust entry) and identification Tags/Labels to identify all incoming fiber optics cables to the cable Management Rack.

G. Prior to the Contractor's supply of the Fiber Optics Cable Management

Rack/Panel to the COMPANY, the CONTRACTOR shall provide full colored brochures, and equipment specifications for COMPANY review and approval.

**** END OF SECTION II ****

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

11 OF 18

0

JOB ORDER NO. A


SECTION III- TECHNICAL SPECIFICATIONS

3.01 FIBER OPTIC CABLE INSTALLATIONS CONTRACTOR shall prepare the details and procedures in the installation, including

cable splicing shall be submitted to the COMPANY for review and acceptance.

Refer to drawing number KT-###### for OPGW fixing clamp. Refer to drawing number KT-###### for details of OPGW joint box installation.

A. Optical Fiber Cables (OPGW)

The OPGW cable shall be installed as per COMPANY Construction Standard TCS-P-

122.8. The OPGW shall be tested as per COMPANY Construction Standard. A minimum two (2) loop of the cable shall be securely left inside each intermediate

Handhole for future use. A minimum 15 meters additional length of the cable shall be securely left inside start and

end Handhole.

B. Optical Fiber Cables (SS NFOC)

The SS NFOC shall be installed in full compliance with the installation instructions of the SS NFOC manufacturer. As part of the installation requirements, all SS NFOC manufacturer’s recommended tools and installation machinery shall be used during the installation process by the CONTRACTOR. The Optical Fiber Cable shall be tested as per COMPANY Construction Standard. As part of the installation requirements all the Fiber Optics Cable Manufacturer’s recommended tools and installation machinery/materials shall be used. A minimum of two (2) loop of the cable shall be securely left inside each intermediate Handhole for future use. A minimum 15 meters additional length of the cable shall be securely left inside start and end Handhole.

C. U/G Non-metallic Optical Fiber Cables

Underground Optical Fiber Cables in PVC subducts shall be installed from the Overhead/Underground Transition Structure at each site (list each source substation and each destination substation here) up to the Communications Equipment location

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

12 OF 18

0

JOB ORDER NO. A


inside each site (list each source substation and each destination substation here). PVC subducts, and conduits are to be provided inside the boundaries at both the source substation(s) (list all source substations here), and the destination substation(s) (list all source substations here), by others (under the substation contract). Inside each substation, CONTRACTOR shall provide and install required two (2) hour fire rated subduct (as per NFPA-70 (U S National Electric Code) requirements) from the building entrance to the location of the communications equipment, as well as all additional civil work needed (cable trays/extensions, cable ladders, conduit raceways, etc.) if required to allow for the extension of the cable to the location of the communications equipment.

Additionally, for all the underground cable installations inside the substation, fiber optics cables contained in conduit shall be tagged at 5-meter intervals, with the following information contained on each cable tag: Contract Number of Installation: Line Route: Cable Length: Type of Fiber Optics Cable, and COMPANY Fiber Optics Cable Specifications: (E.G.

Single Mode, 48-TMSS-02 rev01, etc.) Cable tags shall be either an embossed plastic, or metal firmly secured to the subduct of the incoming fiber optics cable. SOW/TS developer shall include any additional links requirements, or revision in this paragraph, as necessary.

The underground non-metallic fiber optic cables shall be installed inside rigid conduits in

duct banks from the (OPGW-U/G) joint boxes on the gantry structures up to the terminal splice boxes inside the communications room.

The underground non-metallic fiber optic cables installed between stations shall be

terminated in the terminal joint boxes inside the communications rooms at both ends of

the links in accordance with COMPANY Construction Standard TCS-T-111.08. Sufficient extra length (at least 15 meters) of the underground non-metallic fiber optic

cable shall be securely looped inside the start and end handholes for future splice requirements.

At the intermediate handholes, at least two (2) loops (with a minimum length of 5

meters) of non-metallic fiber optic cable shall be provided for any future requirement.

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

13 OF 18

0

JOB ORDER NO. A


3.02 INSTALLATION OF FIBER OPTIC CABLE JOINT BOXES

A. Optical Fiber Cable Joint Boxes 1. OPGW-OPGW (4 way) Optical fiber cable joint boxes shall be installed on the transmission line structures,

as required, at a height of 5 meters above the ground level outside the substation area. The joint boxes shall be grounded as per COMPANY Standards.

2. OPGW-U/G NFOC (4 way) At the substation Gantry structure, the joint boxes shall be installed at a height of 3

meters above ground level. A liquid tight PVC coated flexible metal conduit (25mm Ø) shall be installed between the joint box cable entry and the 50mm Ø PVC coated steel conduit. The conduit shall be sealed at both ends.

Use “weather tight connectors” connecting the flexible metal conduit with the

optical fiber joint box and with the galvanized steel pipe (GSP). Refer to drawing number KT-810949 for details of conduit mounting details at steel

monopoles. Refer to drawing number KT-810952 for details of conduit mounting details at

latticed steel take-off structure 3. OPGW-SS NFOC (4 way) Optical fiber cable joint boxes shall be installed on the transmission line structures,


4. SS NFOC – U/G NFOC (4 way) At the substation Gantry structure, the joint boxes shall be installed at a height of 3

meters above ground level. A liquid tight PVC coated flexible metal conduit (25mm Ø) shall be installed between the joint box cable entry and the 50mm Ø PVC coated steel conduit. The conduit shall be sealed at both ends.

Use “weather tight connectors” connecting the flexible metal conduit with the

optical fiber joint box and with the galvanized steel pipe (GSP). For typical installation details of optical fiber joint box, please refer to drawing no.

KT-######.

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

14 OF 18

0

JOB ORDER NO. A


5. SS NFOC – SS NFOC (4 way) Optical fiber cable joint boxes shall be installed on the transmission line structures,


B. Fiber Optics Splicing Requirements

All splicing shall be of fusion type using splicing machine with built-in estimated splice loss measurement and recording (hard copy print) capabilities. All splicing shall be done by qualified and experienced Optical Fiber Cable Splicers. The qualification and experience certificates of the Optical Cable Splicers shall be submitted to the COMPANY for review and approval. Optical attenuation of the Fiber splices, estimated by the Fusion Splicing Machine, shall not exceed 0.05dB per splice. The splice loss shall be measured by OTDR from both ends. Optical Splice Loss measured from any one direction shall not exceed 0.15dB per splice. Average Splice loss shall be within 0.05dB per splice. All splicing activities shall be witnessed by COMPANY REPRESENTATIVE. Where COMPANY REPRESENTATIVE are not available to directly witness CONTRACTOR’s splicing activity, CONTRTACTOR shall record the video output of the optical Fiber fusion splicing machine onto VHS videotape in a video format suitable for playback on COMPANY videotape equipment, and then submit the Videotape, along with the Video Viewing Guide to the COMPANY inspector responsible for witnessing the Optical Fiber Cable splicing.

**** END OF SECTION III ****

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

15 OF 18

0

JOB ORDER NO. A


4.01 SECTION IV- TESTING OF FIBER OPTIC CABLES

A. Factory Test of Fiber Optic Cables All optical fiber cables are required to be subjected to factory tests as per the following

procedure:

1. COMPANY or its designated REPRESENTATIVES may witness any or all factory test performed.

2. A minimum of one (1) month notice shall be given to the COMPANY, by the

CONTRACTOR, indicating their readiness to start the factory tests. 3. CONTRACTOR shall include, as a minimum, all the tests as specified in the

COMPANY Materials Standard Specifications 10-TMSS-04rev01 and 48-TMSS-

02rev01. 4. All fiber optic cables are required to be subjected to factory tests as per following

procedure: a. All materials satisfy the requirements of this specification and all further

requirements to guarantee a complete working system. b. All materials meet the performance requirements under the local ambient

conditions given in this specification.

5. All test results shall be recorded and signed by the CONTRACTOR’s Test and Quality Assurance personnel. Any deficiency shall be corrected by the CONTRACTOR, and the complete set of tests shall be repeated.

6. All test reports for Routine Factory Tests performed by the CONTARCTOR’s

Test and Quality Assurance Personnel shall be reviewed by an Independent (Third Party) Inspection Agency. Also, as a minimum, the following routine tests for completed Optical Fiber Cable shall be witnessed by the Independent Inspection Agency Inspector (approved by the COMPANY):

a. Optical Attenuation Test (at 1310nm and 1550nm) – 100 percent of cable

length supplied. b. Fiber Point Defects Test (at 1310nm and 1550nm) – 100 percent of cable

length supplied. c. Chromatic Dispersion Test – 10 percent of cable length supplied (cable

length chosen at random by Independent (Third Party) Inspection Agency Inspector).

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

16 OF 18

0

JOB ORDER NO. A


7. On the routine test sheets, which have been reviewed and/or witnessed by the Independent Inspection Agency, the following information shall be included on each test sheet: a. Name of Independent Inspection Agency reviewing/witnessing routine

tests. b. Name and Official Stamp of the Independent (Third Party) Inspection

Agency. c. Name and signature of the inspector reviewing/witnessing the routine test

results. d. Date of the witnessing/reviewing of the Routine Tests. e. For tests witnessed by the Independent (Third Party) Inspector, the words

“Witnessed By (Name of Inspector)” for each test witnessed. For Tests Results/Data reviewed by the Independent (Third Party) Inspector, the words “Reviewed By (Name of Inspector)” for each test results reviewed.

7. Upon successful completion of all tests, and COMPANY review and acceptance

of the test results, the CONTRACTOR shall export pack all the cable for shipment.

8. Four (4) copies of the complete test results with all the test data sheets shall be submitted to the COMPANY. All test data shall be retained by the CONTRACTOR throughout the warranty period.

B. Field Test and Acceptance Test of Fiber Optic Cables

1. The CONTRACTOR shall perform the optical tests using 1300nm/1550nm Optical Time Domain Reflectometer (OTDR) and Optical Light Source and Power Meter to measure and document the optical attenuation at 1300nm and 1550nm wavelengths. All tests shall be witnessed by the COMPANY REPRESENTATIVES.

2. The Test shall confirm that all materials meet the performance requirements under

the local ambient conditions given in this specification. 3. Calibration certificates for all test equipment shall be submitted to the COMPANY

for review and acceptance. 4. Optical attenuation testing shall be performed on all fibers of all cable lengths at

three (3) stages of installation and in accordance with COMPANY Construction Standard .

a. With the cable on the drums on-site prior to installation (Pre-Installation

Test).

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

17 OF 18

0

JOB ORDER NO. A


b. With each cable length in its final condition with all clamps and other

accessories attached (Post-Installation Test). c. After completion of all optical splicing and mounting of all joint housings in

their final positions (Optical Section End-to- End Test). If during any of the three (3) test stages, the test results for any fiber do not

comply with the COMPANY requirements or the approved factory and field test results, the CONTRACTOR shall replace the relevant drum of the cable at no additional cost to the COMPANY and without affecting the WORK schedule.

C. Preparation for Acceptance Test and Inspection

The CONTRACTOR shall complete all mechanical WORKS, pre-

electrical/communication test and pre-final documentation consisting of marked-up construction drawings, pre-commissioning test results, system and equipment manuals before inviting COMPANY REPRESENTATIVES for commissioning tests and inspection.

D. Scheduling Commissioning Tests and Inspection

1. All testing and commissioning activities shall be coordinated with and witnessed by the COMPANY REPRESENTATIVE.

2. CONTRACTOR's invitation to the COMPANY to witness commissioning tests and

inspection shall be made fourteen (14) days in advance accompanied by:

a. Marked-up Construction Drawings b. Pre-Commissioning Test Results c. System/equipment Manuals

E. Test and Inspection Checklist CONTRACTOR shall obtain from the COMPANY a communication checklist of

acceptance tests and inspection covering documentation, mechanical, and inventory and tests requirements for PROJECT acceptance. (For Fiber Optic Cable, the COMPANY's "Fiber Optic Cable Acceptance Test and Inspection Checklist, FOC-TIC-001" form shall be used).

F. Calibration of Test Equipment All test equipment to be used in the acceptance tests shall be calibrated to standards

traceable to the National Bureau of Standards. Calibration certificates shall be submitted to the COMPANY for review and acceptance.

G. Correction of Discrepancies

A re-inspection and re-test to be witnessed by the COMPANY REPRESENTATIVE is

required to clear the CONTRACTOR of any discrepancy found during the

ATTACHMENT II


110KV YANBU NETWORK

REVISIONS

DRAWN BY Eng. Jamal

DATE 07 -09-2014

CHK’D BY

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING



NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

NG0070

A

PTS-14WC183

18 OF 18

0

JOB ORDER NO. A


commissioning test and inspection. A re-test and re-inspection of related parameters shall also be conducted to ensure that these are not affected by aforementioned discrepancy.

H. Order of Acceptance Test and Inspection Related Activities

Various stages of acceptance test and inspection shall be performed according to the

following order: 1. Scheduling of test and inspection by the CONTRACTOR, the date to be agreed

upon by both COMPANY and CONTRACTOR and submission by the CONTRACTOR and approval by the COMPANY of documents mentioned above.

2. Validation of marked-up construction drawing (done throughout the test and

inspection process). 3. Inventory and mechanical inspection of installed equipment. 4. Verification of validity of test equipment to be used in the test. 5. Performance and/or functional tests after stage 4 is complied with and any service

affecting discrepancy found in stage 3 above is corrected. Unavailability of documents essential in the safe energization, operation and trouble shooting of the installation is considered service-affecting discrepancy.

6. Signing of Mechanical Completion Certificates (MCC) after all stated stages are

complied with and accepted. 7. Trial period of one (1) month after clearing all outstanding discrepancies and

acceptance of the final test results. 8. Signing of Performance Acceptance Certificates (PAC) after successful completion

of the trial period.

*** END OF SECTION VI & SOW/TS ***

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III

BASIC REQUIREMENTS AND GUIDELINES

NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

0

OF

23

SAUDI ELECTRICITY COMPANY - ERB

PLANT NO. INDEX DRAWING NO. PAGE NO. REV.

01

ATTACHMENT - III


REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

1

OF

23



01

TABLE OF CONTENTS

SECTION PAGE NO.

I BASIC REQUIREMENTS AND GUIDELINES

1.01 GENERAL CONDITIONS 1.02 KICK-OFF MEETING 1.03 BASE DESIGN PHASE 1.04 BASE DESIGN REVIEW 1.05 PROJECT DRAWINGS 1.06 PROGRESS REPORTING 1.07 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS 1.08 TEST RECORD BOOK 1.09 CONTRACTOR/COMPANY’S CONSTRUCTION SITE OFFICE AND FACILITY 1.10 LOSS PREVENTION REQUIREMENTS 1.11 OUTAGE SCHEDULE/SHUTDOWN COORDINATION

1.12 COMMUNICATIONS OUTAGE REQUIREMENTS

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

2

OF

23



01


1.01 GENERAL CONDITIONS A. All components and accessories required for the completion and successful operation

of the WORK covered under the scope of this PROJECT, either specified in detail or not, shall be supplied and installed by the CONTRACTOR as necessary.

B. The engineering design and specification of equipment/materials supplied under this

PROJECT shall be in accordance with this Scope of WORK and Technical Specifications and COMPANY Standards. If the equipment either doesn’t conform with specifications or is not acceptable to COMPANY based on past operating experience/any other reason, the CONTRACTOR shall propose alternative equipment for review and approval by COMPANY. However, in case of conflict in the requirements, the CONTRACTOR shall bring this to the attention of the COMPANY and shall obtain such applicable requirements for this PROJECT in writing from the COMPANY. The CONTRACTOR shall have no right to decide on his own the requirements in case of such a conflict, and in case of such an eventuality, the CONTRACTOR will be doing so at his own risk and cost as the COMPANY reserves the right to reject any or the complete part of such WORK arising out of the CONTRACTOR’s own decision. The engineering and design WORKS under this CONTRACT shall be carried out by an engineering and design firm that has registration to carryout engineering and design WORK in the Kingdom of Saudi Arabia. The proposed engineering and design firm shall also be from COMPANY’s acceptable list of Engineering an design firms or shall get pre-qualified before the CONTRACT Award for carrying out any engineering and design WORK for this PROJECT.

C. The drawings enclosed with this Scope of WORK and Technical Specifications are only

conceptual for the information of the CONTRACTOR and are to be read in conjunction for the Scope of WORK and Technical Specifications. CONTRACTOR shall develop detailed design drawings for construction based on these drawings.

D. Copies of existing drawings, design calculations, technical reports and other

information as deemed appropriate by the COMPANY may be provided to the CONTRACTOR upon request, if available. However, if such information are not available, then the CONTRACTOR should be responsible for the independent development of the information required to complete the specified PROJECT.

E. The specification of equipment and materials specified herein are to be considered as

the minimum requirements, and the bidders shall carry out their own basic and detailed design necessary for their proposed specifications.

The base design shall be finalized at base design review meeting based on the

guideline drawings issued hereof, manufacturer’s drawings, calculations and data sheets, and detailed design shall be finalized based on the base design review and other required information.

All documents, drawings data and instruction books to be submitted by the

CONTRACTOR shall be written in English language and Metric Unit system. F. The submission of detail design drawings shall be progressive and phased suitably for

every stage to give sufficient review time to COMPANY.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

3

OF

23



01

G. COMPANY’s approval of the CONTACTOR’s design doesn’t relieve him of any part of

his obligations to meet all the requirements of the CONTRACT nor the responsibility for the correctness of the design and construction drawings of the PROJECT.

H. Any WORK, which requires shutdown of transmission or substation, shall be closely

coordinated with the COMPANY. All outages shall be scheduled at least four (4) weeks in advance.

I. The CONTRACTOR’s organizational chart shall be per “CONTRACTOR’s key

personnel” form attached with instruction to bidders.

J. The CONTRACTOR shall submit along with bid proposal the manufacturer recommended operational spare parts required for a period of ten (10) years, per list of operational spare parts annexed at Appendix V. For operational spare parts for communications equipment, refer to Appendix VI.

1.02 KICK-OFF MEETING A Kick-Off meeting will be held in the COMPANY Concerned Area Headquarters Office

shortly after the award of the CONTRACT. This meeting will cover PROJECT implementation, the Scope of WORK and Schedule, and will give the CONTRACTOR an opportunity to discuss all matters related to carrying out his responsibilities.

1.03 BASE DESIGN PHASE A. The base design phase of the PROJECT is an 8-10 week period of preliminary

engineering following the kick-off meeting. The purpose of base design is to completely define the PROJECT in details to satisfy all the COMPANY requirements. Information developed during the base design shall be used as a guide throughout the PROJECT and shall be considered binding on both parties, unless operational difficulties or flaws observed during detailed design review are noted and mandate change. All base design drawings shall be stamped as "Base Design Drawing.”

Coordination meeting will be conducted with the CONTRACTOR’s COMPANY

approved Design team on regular basis until the design is complete.

B. The CONTACTOR shall submit Three (3) sets of the base design documents at least four (4) weeks ahead of the base design review meeting to include, but not limited to, the following:

1. Major Materials Purchase Requisitions (Preliminary) 2. Design Calculations, Design Drawings and other documents per Section 2.03

C. The base design submittal shall be submitted fully complete, containing all discipline

drawings and calculations as stated. Partial submittals or packages are unacceptable and will be rejected. Base design shall include drawings required to define the project. Additional drawings if provided will not be reviewed during the base design phase.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

4

OF

23



01

1.04 BASE DESIGN REVIEW

After completing the Base Design, the CONTRACTOR shall present the Base Design

Package for technical review along with the Drawing Control Sheet. CONTRACTOR’s PROJECT Manager, PROJECT Engineer and the Design/Construction in each field of specialization shall attend the presentation meeting. During this meeting, the COMPANY’s comments on the base design package will be reviewed and discussed in details to finalize the base design for the PROJECT. Minutes of the meeting shall be prepared by the CONTRACTOR to be concurred by the COMPANY REPRESENTATIVE.

CONTRACTOR may initiate the material procurement WORK during the base design

phase of the PROJECT but the final approval of the material shall be done only after consideration of comments generated during Base Design Phase and resolution of comments during the Base Design Review meeting.

1.05 PROJECT DRAWINGS

A. General

1. The CONTRACTOR shall provide all drawings required for this PROJECT covering the new transmission line in accordance with the requirements of the COMPANY Engineering Drawings Standard, SEEDS-II.

The drawings shall be assigned with drawings numbers and indexed as outlined

in the above procedure. A block of drawing numbers shall be provided by the COMPANY for all the drawings based on CONTRACTOR request.

2. Drawings shall be of uniform size in each discipline as much as possible and ISO

scales shall be 1:10, 1:50, 1:100, 1:250 and 1:2500.

3. The existing system drawings of the source substation are generally available with the COMPANY in digital format except in certain cases where it is in the form of transparencies. Copies of available existing drawings shall be provided on CONTRACTOR’s written request. However, if any related information is not available, the CONTRACTOR shall be responsible to develop all the required drawings to satisfy the PROJECT requirements.

4. The drawings involving modification/expansion of the existing system in source

substation shall cover the details of the existing system and interface. The drawings in general shall be computer drafted and compatible with Intergraph (Microstation) CADD system. However, in case of drawings involving modifications to existing drawings, which are not available in digital format, manual drafted drawings developed from “Sepias of existing original transparencies” are also acceptable.

B. Vendor Drawings Vendor drawings are manufacturer’s drawings, data schedules, specification sheets,

installation and operating instructions and any other data required for material or

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

5

OF

23



01

equipment. Requirements of such information are an integral part of the purchase order and shall be specified by the CONTRACTOR.

Assignment of vendor drawing numbers shall be in accordance with COMPANY Engineering Drawings Standard, SEEDS-II.

All vendor drawings shall be subject to review and approval by the COMPANY at

various stages (bid/base design/detail design/construction) of the CONTRACT.

C. Base Design Drawings The CONTRACTOR shall submit base design drawings to the COMPANY with his

Base Design Package per Section 2.03.

D. Final Detail Design/Construction Drawings The CONTRACTOR shall submit point wise compliance statement to the COMPANY’s

comments and shall obtain approval for all final detail design drawings after incorporating COMPANY comments. All details design drawings shall be stamped as “Detail Design Drawings”. After receiving the approval, the CONTRACTOR shall submit to the COMPANY Three (3) complete sets of all drawings issued for construction in one (1) submittal. These drawings shall be submitted to the COMPANY to be stamped

as “Noted By” before they are stamped and issued to CONTRACTOR’s construction team as “Issued For Construction”, but in no case less than fourteen (14) days prior to the start of construction activity.

No WORK shall be started at site unless all drawings for a particular WORK has been

fully reviewed and agreed upon by the COMPANY and final construction drawings are available at WORK SITE and with the COMPANY.

A complete list of drawings the CONTRACTOR shall provide as a minimum for this

PROJECT is given in Section 2.03. Final detailed design drawings shall be submitted fully complete, by discipline

representing fully the part of the PROJECT to be constructed and all the related drawings. Partial submittals are not acceptable and will be rejected.

E. As-Built Drawings

1. As the PROJECT nears completion “As-Built” drawings shall be prepared by the CONTRACTOR in sufficient details to present an accurate record for the COMPANY.

The existing source substation drawings affected by this PROJECT shall be

revised and corresponding existing drawing control sheet shall be updated by the CONTRACTOR.

2. All revisions shall reflect field modifications to terminal connections, all

underground installations and other WORK and facilities not normally visible. The CONTRACTOR shall provide “As-Built” drawings showing all field modifications to drawings prepared by the Vendors and SUBCONTRACTORS.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

6

OF

23



01

If the CONTRACTOR was given existing original “As-Built” drawings, then it is the responsibility of the CONTRACTOR to request the COMPANY at least two (2) months before the mechanical completion for the existing original “As-Built” drawings in digital format (TIFF-GROUP-4 “*.tif” or “*.DGN” which can be open through Microstation *.DGN).

3. As part of “As-Built” drawings submission, the CONTRACTOR shall also provide

the COMPANY three (3) sets of field marked-up drawings reflecting the “As-Built” condition of the particular segment of WORK completed by the CONTRACTOR and distributed, as given below:

- One (1) set shall be retained by the COMPANY at the substation.

- One (1) set shall be submitted to the COMPANY.

- One (1) set shall be used for “as-builting” by CONTRACTOR’s Engineering and Design Consultants which shall be included in the final submittal.

4. One (1) sample of original (digital Microstation *.DGN format and Mylar) and five (5) checkprints from different “As-Built” engineering drawings shall be submitted to the COMPANY to verify the quality of digital Microstation *.DGN format and Mylar and whether the correct drafting procedure is adopted, one (1) month before initial submission of “As-Built” drawings.

Three (3) copies of the as-built documents shall be submitted to the COMPANY

for review as to adequacy, completeness, legibility and conforming to drafting standards. If returned, the CONTRACTOR shall make corrections, provide additional data and improve the quality as instructed prior to resubmittal and COMPANY acceptance. The revised “As-Built” drawings shall be resubmitted within four (4) weeks after commissioning. Three (3) sets of final “As-Built” drawings, one (1) set of good quality “As-Built” Mylars and Two (2) sets of “As-Built” digital Microstation *.DGN format drawings (if applicable) in CDs shall be submitted to the COMPANY for records.

5. The COMPANY will arrange for the microfilming of all final “As-Built” drawings of the PROJECT at the COMPANY’s Headquarters.

1.06 PROGRESS REPORTING

A. The CONTRACTOR shall submit Bi-weekly PROJECT Progress Reports, in COMPANY approved formats for the PROJECT to the responsible COMPANY REPRESENTATIVE. For this purpose the total WORK shall be divided into:

1. Engineering and Design 2. Procurement, Manufacture, Fabrication, Inspection and Delivery of Material and

Equipment. 3. Constructions and Installation 4. Testing and Commissioning

B. The following main information shall be included in the Progress Reports:

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

7

OF

23



01

1. Percent of WORK completed as compared to the weighted schedule used to

assess WORK progress. 2. Statement of items worked on and/or completed during the last period. 3. Statement of items, to be worked on and/or completed during the following

period. 4. Problem areas, which can have an adverse effect on the schedule. 5. Safety statistics and minutes of construction safety meeting and progress

meeting.

6. Manpower and equipment availability against the schedule requirement.

7. The CONTRACTOR shall carry out PROJECT planning/scheduling by using MS

PROJECT computer software. All PROJECT schedules shall be submitted in floppy diskettes.

8. Bi-Weekly Progress Meeting shall be conducted between the COMPANY and the

CONTRACTOR during the entire CONTRACT duration of the PROJECT. Other coordination and interface meetings will be conducted, as required. The CONTRACTOR shall prepare the minutes of all meetings. The initial draft shall be submitted by the CONTRACTOR to the COMPANY REPRESENTATIVE for review and concurrence. The CONTRACTOR shall then incorporate the required corrections and submit to the COMPANY one (1) original and two (2) copies after they are duly signed by the authorized representative of the CONTRACTOR. The COMPANY shall sign one (1) copy in acceptance and furnish it to the CONTRACTOR and retain the original.

In addition, a Weekly Construction Safety Meeting shall be conducted by the

CONTRACTOR’s Safety Engineer or PROJECT Engineer. Minutes of meeting shall be forwarded to the COMPANY.

1.07 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS

A. Quality Management CONTRACTOR shall implement an effective quality management, which addresses all

direct and indirect activities related to the PROJECT to ensure that all contractual conditions are met. Quality planning, quality control, quality assurance and quality improvement shall be part of CONTRACTOR's quality management. To effectively manage the PROJECT quality, CONTRACTOR shall develop a clearly defined PROJECT Quality Plan/Quality Program. The PROJECT Quality Plan/Quality Program shall be implemented from PROJECT start until completion and communicated at different levels of the PROJECT organization. In addition, CONTRACTOR shall also require manufacturers/suppliers to develop and implement Quality Control Plan/Inspection and Test Plan for each major material/equipment.

B. PROJECT Quality Plan/Quality Program

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

8

OF

23



01

1. The PROJECT Quality Plan/Quality Program shall set out the specific quality

procedures and practices, resources, and all activities (in sequence) relevant to this PROJECT. The PROJECT Quality Plan/Quality Program shall address all QA/QC activities during design, procurement, manufacturing/fabrication, delivery, storage, construction, installation, testing and commissioning of all items of WORK and materials/equipment per Scope of WORK and Technical Specification.

2. The PROJECT Quality Plan/Quality Program shall be submitted to the

COMPANY as part of the base design package for review and approval. 3. The PROJECT Quality Plan/Quality Program shall clearly define and address the

following: a. The quality objectives to be attained and CONTRACTOR’s commitment to

achieve the objectives in the form of a signed policy statement. The policy statement shall be signed by CONTRACTOR’s management personnel not lower than the person who signed this CONTRACT.

b. Detailed PROJECT organizational chart and specific allocations of

responsibilities and authorities during the different phases of the PROJECT.

CONTRACTOR shall include in the PROJECT organizational chart QA/QC

engineers and inspectors dedicated to quality assurance and quality control (QA/QC). The QA/QC engineers and inspectors shall report directly to the overall PROJECT Manager. The QA/QC engineers and inspectors shall have adequate experience in their area of responsibility and shall be responsible for ensuring that all phases of the PROJECT are built, tested and commissioned in accordance with the requirements of the PROJECT Scope of WORK and Technical Specifications. The CONTRACTOR’s Chief QA/QC engineer shall interface directly with the COMPANY REPRESENTATIVE.

CONTRACTOR shall use QA/QC personnel other than those performing or directly supervising the WORK. The QA/QC personnel shall not report directly to immediate supervisors responsible for producing the WORK being inspected. CONTRACTOR’s QA/QC personnel shall be kept free from the pressures of cost, schedule and production and shall be given the necessary authority and independence to perform their roles effectively.

The number of CONTRACTOR’s QA/QC engineers shall be as required in

the Instruction to Bidders for Technical Proposal. c. Procurement Control CONTRACTOR’s PROJECT QA/QC engineers shall review all products

and services prior to procurement to ensure conformance to specified requirements. Procurement control shall include source evaluation and selection, source inspection and evaluation of objective evidence of quality furnished by a supplier against the PROJECT specification.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

9

OF

23



01

These products shall cover major materials/equipment and other items including but not necessarily limited to testing services, fill materials, Portland cement concrete and additives, asphalt concrete, water proofing, steel structures, HVAC materials and equipment, electrical materials, plumbing materials, architectural and finishing materials and formwork materials.

d. Quality Audit CONTRACTOR shall conduct its own internal quality surveillance at

appropriate stages (e.g. design, procurement, construction, installation and commissioning stage) of the PROJECT to determine compliance to and the effectiveness of the PROJECT Quality Plan/Quality Program. Each element of the PROJECT Quality Plan/Quality Program shall be assessed at least once during the life of the PROJECT. The schedule and frequency should be adjusted if one or more of the following conditions exist:

i. Result of previous surveillance indicates a need to perform them

more frequently. ii. Significant changes are made in the PROJECT Quality Plan/Quality

Program. iii. Safety, performance or reliability of an item is questionable due to

non-conformance. iv. Verification of corrective action implementation.

Personnel conducting the quality surveillance shall be independent of those

having direct responsibility for the specific activities or areas being evaluated or assessed.

e. Non-Conformance Control CONTRACTOR shall ensure that items and services, which do not conform

to specified requirement, are controlled in accordance with documented procedures to prevent unintended use. CONTRACTOR shall identify, document, segregate, evaluate and dispose non-conforming items and services after proper notification of concerned personnel within the CONTRACTOR’s organization.

CONTRACTOR’s QA/QC engineer/inspector shall re-inspect repaired and

reworked non-conforming items. CONTRACTOR shall not use any repaired item or product unless approved by the COMPANY.

Under this clause, the following definitions apply:

i. Repair - Action taken on a non-conforming product so that it will fulfill the intended usage requirements although it may not conform to the original specified requirements (ISO 9000).

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

10

OF

23



01

ii. Rework - Action taken on a non-conforming product so that it will fulfill the specified requirement (ISO 9000).

CONTRACTOR shall develop non-conformance report (NCR) form and

submit it to the COMPANY for review and comment. CONTRACTOR’s QA/QC engineers/inspectors shall have the freedom to issue NCRs, verify implementation of corrective actions and prevent use of non-conforming items until the deficiency has been satisfactorily resolved. CONTRACTOR’s Chief QA/QC engineer shall submit bi-weekly site QA/QC reports to COMPANY REPRESENTATIVE about non-compliances.

f. Corrective Action CONTRACTOR shall develop, document and implement a system for

determining the root cause of non-conformities and identifying the required corrective actions. New procedures or changes to existing procedures resulting from identification of the root cause and potential root cause of non-conformances shall be documented and implemented. Follow-up action shall be taken to verify effective implementation of corrective action. The identified cause and corrective action should be included in the bi-weekly site QA/QC reports that are required to be submitted to the COMPANY REPRESENTATIVE.

g. Quality Records CONTRACTOR shall develop and maintain a system for preparation,

maintenance, protection and preservation of quality records. Documents such as inspection reports, field inspection checklist, factory test reports, laboratory test reports, witnessed test reports, inspection logbooks, equipment calibration records/certificates, construction drawings and specifications, approved submittals and non-conformance reports are part of these records. All quality records shall be available at WORKSITE for use and/or reference by CONTRACTOR and COMPANY REPRESENTATIVE.

h. Control of Inspection, Measuring and Testing Equipment

All measuring and testing equipment and devices, which can affect the

quality of construction, shall be controlled and maintained. CONTRACTOR shall develop and implement a documented calibration control program indicating equipment calibration schedule and identifying those who are responsible for control of the equipment. CONTRACTOR shall ensure that only properly identified and calibrated measuring and testing equipment are used in the PROJECT. Equipment calibration certificates shall be made available to COMPANY REPRESENTATIVE upon request.

i. Document Control CONTRACTOR shall develop and maintain a documented control program

for the review, approval, revision and distribution of documents for the activities affecting quality. Responsible personnel for revision, issuance and approval of documents shall be identified. Control shall ensure that all

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

11

OF

23



01

pertinent and current issues of appropriate documents are available at locations where they are essential and obsolete or superseded documents are promptly removed. CONTRACTOR shall list all the documents that have to be controlled and shall include PROJECT Quality Plan/Quality Program, Quality Control Plan/ Inspection and Test Plan, construction and design drawings, calculations, correspondence, inspection and test reports, field inspection checklist.

j. Material/Equipment Handling, Storage, Identification and Control CONTRACTOR shall verify that material/equipment meet prescribed

contractual requirements and are properly handled, identifiable, traceable, cleaned, preserved and stored.

k. Control of interface and interaction between the COMPANY and

CONTRACTOR and between the CONTRACTOR and its SUB-CONTRACTORS, manufacturers/suppliers, QA/QC Services CONTRACTOR(s) [Independent Inspection Agency(ies)] and Independent Testing Laboratories.

l. Any other applicable QA/QC activity(ies) for the PROJECT.

4. Design Control

a. If the CONTRACTOR is responsible for any design activity, CONTRACTOR shall describe the design control program that will be applied on this PROJECT whether the design activity is to be done by the CONTRACTOR’s own personnel or by design consultants. All design input and output shall be reviewed prior to release to the next stage. Hold points shall be shown or indicated in the PROJECT Quality Plan. In addition to design review, design verification shall be conducted to ensure that the design stage output meets the design stage input requirements.

b. CONTRACTOR shall ensure that all design computations; design drawings

and other design documents are properly controlled and checked prior to submission to the COMPANY. Design documents shall be signed by the person(s) who prepared and checked them. COMPANY reserves the right to return design documents without the proper signature of the responsible person(s).

c. If the CONTRACTOR subcontracts the design activity, a copy of the scope

of WORK to be subcontracted shall be submitted to the COMPANY for review and approval.

5. Field Testing/Inspection and Construction/Installation Control CONTRACTOR shall establish and document all procedures and WORK

instructions to ensure that the construction and installation processes are performed in a controlled manner. The necessary qualification of personnel and procedure for activities such as welding, non-destructive examination, heat

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

12

OF

23



01

treatment, civil/concrete WORKS, etc. shall be defined. WORK instructions and procedures shall be adhered to by the CONTRACTOR’s personnel.

CONTRACTOR shall conduct inspection and testing activities at all phases and

quality audit at appropriate stages of the PROJECT construction/installation. CONTRACTOR’s QA/QC engineers/inspectors shall develop and use field inspection checklist to facilitate checking of a process, activity, material or equipment. The field inspection checklist shall state the characteristic to be verified, inspection method, acceptance criteria and clause reference of the applicable standard or specification. The checklist shall have provision for writing the result of inspection, date of inspection and name and signature of the QA/QC engineer/ inspector. Such activities where inspection checklists are required shall include but not necessarily limited to all pre-commissioning and commissioning checks and tests, material/equipment receiving inspection, concrete pre-pour inspection, asphalting, hydrostatic testing, pressure testing of equipment and lines and air balancing and leak testing of HVAC system. All inspection and testing results shall be reviewed, safely stored and maintained by the CONTRACTOR. Typical checklist shall be provided to the COMPANY for review and comment.

CONTRACTOR shall develop and implement the use of inspection logbook for

use by the CONTRACTOR’s QA/QC engineers/inspectors in recording their comments and observations as a result of their inspection. CONTRACTOR’s personnel responsible for rectifying any observed deficiency or non-conformance should also write their reply in the logbook stating the actions taken to correct the deficiency. CONTRACTOR’s QA/QC engineers/inspectors shall ensure that all unsatisfactory observations on an item are cleared before any activity proceeds to the succeeding stage of that item.

C. Quality Control Plan/Inspection and Test Plan

1. CONTRACTOR shall submit to the COMPANY the Quality Control Plan/Inspection and Test Plan for each major material/equipment for the following

MV & HV cables (all voltages and types)

Splice & termination kits for MV & HV power cables.

NMFOC, pilot cables and termination equipment.

Link boxes.

Grounding conductor and grounding. The quality activities including but not necessarily limited to, inspection and testing, for the material/equipment shall be planned and documented in the form of a Quality Control Plan/Inspection and Test Plan. The Quality Control Plan/Inspection and Test Plan shall be submitted to the COMPANY together with the PROJECT Quality Plan/Quality Program.

2. The essential features of the required Quality Control Plan/Inspection and Test

Plan are as follows:

a. It is specifically identified to a particular material/equipment. b. It has provision for revisions to be made and is assigned a unique document

number.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

13

OF

23



01

c. It lists all the inspection and testing activities sequentially. d. It states the location at which the activity is to be carried out. e. It identifies the applicable standard, test procedure to be followed and the

acceptance criteria for the inspection or test activity. f. It identifies the extent of inspection, sampling frequency and sample size, or

extent of check. g. It identifies the hold point, witness point and surveillance point. h. It identifies the record document to be generated, reviewed and retained.

3. The Quality Control Plan/Inspection and Test Plan shall indicate the scheduled dates of testing and inspection at the designated location.

D. Manufacturers/Suppliers

1. CONTRACTOR shall procure all major material items for the PROJECT from COMPANY qualified and approved sources.

2. CONTRACTOR shall ensure that purchase orders to manufacturers/suppliers

contain all the applicable industry and COMPANY developed standards and specifications.

3. CONTRACTOR shall ensure that Purchase Order(s) to approved manufacturers/

suppliers are not re-assigned or sub-contracted to other manufacturers/suppliers without COMPANY’s written consent.

E. Quality Assurance and Quality Control Services CONTRACTOR(s) [Also Called

Independent Inspection Agency]

1. CONTRACTOR shall CONTRACT COMPANY approved Quality Assurance and Quality Control Services CONTRACTOR(s) to provide quality control/quality assurance monitoring of all quality activities related to procurement of materials and equipment to be used in this PROJECT.

2. CONTRACTOR shall instruct the contracted Quality Assurance and Quality

Control Services CONTRACTOR(s) to provide directly to COMPANY REPRESENTATIVE, by express mail or fax, four (4) copies of material status, quality surveillance reports, inspection and test reports within seven (7) days after the inspection. All pages of the inspection and test reports shall be reviewed, signed and stamped by the approved inspector from the Quality Assurance and Quality Control Services CONTRACTOR.

3. CONTRACTOR’s Quality Assurance and Quality Control Services

CONTRACTOR shall not re-assign or sublet portion of their contracted quality control/quality assurance monitoring WORK.

4. CONTRACTOR shall provide the COMPANY a copy of the Scope of WORK

issued to the Quality Assurance and Quality Control Services CONTRACTOR.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

14

OF

23



01

5. CONTRACTOR shall instruct the Quality Assurance and Quality Control Services

CONTRACTOR to verify and check each material/equipment for conformance against the PROJECT Scope of WORK and Technical Specification and each

clause of the applicable SEC Material Standard Specification (TMSS) and report all deviations that are not included in the COMPANY issued clarifications. The report of the Quality Assurance and Quality Control Services CONTRACTOR shall include the following:

a. PROJECT title, CONTRACT number. b. Complete description of the inspected material/equipment. c. Report number and date. d. Place and date of inspection, scope of inspection. e. Documents used during inspection. f. Manufacturer and plant location where the equipment was manufactured. g. Detailed description of the inspection and testing activities and their results,

deviations to specification, manufacturer’s explanation to the deviations, visual inspection result, packing and marking inspection result, conclusion and copy of the outline drawing of the inspected material/equipment. Witnessed tests and reviewed test data shall be clearly identified in the inspection reports.

h. Name of the inspector(s).

6. CONTRACTOR shall furnish copies of the following document to the Quality Assurance and Quality Control Services CONTRACTOR(s) contracted to perform quality assurance and quality control monitoring of each material and equipment before surveillance:

a. Purchase Order placed to the manufacturer/supplier. b. Relevant section of PROJECT Scope of WORK and Technical

Specification. c. Applicable COMPANY developed standard and specification. d. Manufacturer’s Technical Specifications and COMPANY approved design

drawings. e. COMPANY’s approval of material/equipment and applicable clarifications

issued by the COMPANY. f. COMPANY approved test program, manufacturing quality control plan or

inspection and test plan.

7. CONTRACTOR shall send to the COMPANY, copy(ies) of all technical correspondence exchanged between CONTRACTOR and “Quality Assurance and Quality Control Services CONTRACTOR”.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

15

OF

23



01

8. CONTRACTOR shall obtain approval from COMPANY before allowing any

personnel of the Quality Assurance and Quality Control Services CONTRACTOR to perform quality assurance and quality control monitoring activities related to procurement of materials to be used in this PROJECT. The specific material/ equipment to be inspected, manufacturer and location of manufacturing plant shall be identified for each proposed inspector of the Quality Assurance and Quality Control Services CONTRACTOR.

9. Employment by CONTRACTOR of a Quality Assurance and Quality Control

Services CONTRACTOR shall in no way relieve the CONTRACTOR of any obligation set forth in this CONTRACT.

F. Release for Shipment Certificate

1. Release for Shipment Certificate is a certificate issued by the CONTRACTOR to the supplier/manufacturer to release the described material for shipment after recommendation by the Quality Assurance and Quality Control Services CONTRACTOR and approval by the COMPANY.

2. CONTRACTOR shall ensure that all material requiring inspection and/or quality surveillance at the supplier/manufacturer’s facility are not shipped to the WORK SITE without a “Release for Shipment Certificate.”

3. CONTRACTOR acknowledges that material shipped without approved “Release

for Shipment Certificate” is subject to rejection and return at the CONTRACTOR’s expense.

4. CONTRACTOR shall ensure that all inspection and surveillance reports and any

other requirements are satisfactorily completed before requesting the COMPANY to approve the “Release for Shipment Certificate.”

G. Receipt Inspection

1. CONTRACTOR shall conduct receipt inspection of major material and equipment after delivery at the WORKSITE and shall submit a copy of the report to the COMPANY.

2. CONTRACTOR’s shall promptly report to the COMPANY any shipment and

transportation damage.

H. Independent Testing Laboratory

1. CONTRACTOR shall CONTRACT COMPANY approved Independent Testing Laboratory for material and field-testing services.

2. CONTRACTOR shall instruct the contracted Independent Testing Laboratory to

provide four (4) copies of the test results and reports directly to COMPANY REPRESENTATIVE within three (3) days of the test completion. Test reports shall indicate the tested characteristics, test methods, acceptance criteria and

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

16

OF

23



01

applicable standard. The PROJECT CONTRACT Number shall be used as reference on all reports.

3. CONTRACTOR shall ensure that contracted Independent Testing Laboratory

does not re-assign or sublet any portion of their contracted testing WORK. 4. CONTRACTOR shall provide the COMPANY a copy of the Scope of WORK

issued to and finalized with the Independent Testing Laboratory. 5. CONTRACTOR shall make reasonable effort to obtain timely access by the

COMPANY REPRESENTATIVE to the Independent Testing Laboratory’s facility, should the COMPANY REPRESENTATIVE exercise the option to witness any or all the tests and verify the calibration status of the testing equipment.

6. Employment by CONTRACTOR of an Independent Testing Laboratory shall in no

way relieve CONTRACTOR of any obligation set forth in this CONTRACT.

I. Inspection by COMPANY REPRESENTATIVE

1. COMPANY REPRESENTATIVE will conduct routine and/or periodic inspection of

the WORK. CONTRACTOR shall provide facilities and access to COMPANY REPRESENTATIVE to inspect the WORK and witness the tests.

2. CONTRACTOR shall advise the COMPANY REPRESENTATIVE in writing the

schedule of any field or laboratory testing to be conducted for this PROJECT showing the dates and location of testing.

3. CONTRACTOR shall attach a copy of the completed inspection checklist or

final/in-process inspection report by the CONTRACTOR’s QA/QC engineer/inspector on every inspection request submitted to the COMPANY. CONTRACTOR’s QA/QC engineer/inspector shall ensure that the items for inspection covered by the CONTRACTOR’s “Inspection Request” are ready and in accordance with the CONTRACT requirements prior to inspection by COMPANY REPRESENTATIVE.

Inspection and witnessing of testing at site by COMPANY REPRESENTATIVE

shall be within the regular working hours of the COMPANY. CONTRACTOR’s schedule for inspection and witnessing of testing at site by COMPANY REPRESENTATIVE outside of the regular COMPANY working hours shall have prior approval from the COMPANY REPRESENTATIVE.

J. COMPANY’s Quality Assessment (Audit) Right

1. COMPANY reserves the right to conduct scheduled and/or unscheduled quality assessment of CONTRACTOR’s Quality System, PROJECT Operation, and PROJECT Quality Plan implementation. The results of such assessments (audits) shall be confidential between CONTRACTOR and COMPANY.

CONTRACTOR shall provide all access and assistance in a timely manner to

COMPANY personnel who will perform the quality assessment (audit).

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

17

OF

23



01

The CONTRACTOR shall implement corrective actions on all deficient areas discovered during the quality assessment (audit) within a mutually agreeable time frame. All costs (except cost of wages, transportation and lodging of COMPANY Quality Assessors) incurred during the quality assessment (audit) shall be borne by the CONTRACTOR.

2. CONTRACTOR shall include the following conditions on purchase order placed

with the manufacturers/suppliers: “COMPANY reserves the right to perform plant survey, quality assessment

(audit), and quality surveillance activities and to inspect material at the suppliers/ manufacturer’s facility to verify compliance with the terms and conditions of the purchase order and its related documents. COMPANY reserves the right to witness any and all tests specified and to perform such visual examination (inspection) at the suppliers/manufacturer’s facility. COMPANY reserves the right to require certificates and data from the supplier/manufacturer on any pertinent aspect of the manufacturing process, including but not limited to, mill test reports, heat treatment certificates, welders and welding procedure qualification records, non-destructive examination records, test records and quality control manual that will form part of the non-material requirement that shall be shipped to COMPANY as a document package”.

1.08 TEST RECORD BOOK A. The CONTRACTOR shall provide a “Test Record Book” which shall include the

following:

1. Factory test report of each particular equipment installed.

2. Field test report, which shall include the following:

a. Description of Equipment Tested and Manufacturer’s Nameplate Data b. Description of Test c. List of Apparatus with Calibration Data d. Test Results e. Conclusions and Recommendations f. Appendix, including test forms

B. Each test form where applicable shall include a column quoting the acceptable

maximum and minimum limits of the test in terms of voltage, current, frequency, time, etc. and include “As Found” and “As Left” values.

C. Three (3) copies of the "Test Record Book" shall be submitted to the COMPANY within thirty (30) days after completion of the PROJECT.

1.09 CONTRACTOR/COMPANY’S CONSTRUCTION SITE OFFICE AND FACILITY

A. The CONTRACTOR shall install a temporary site office prior to mobilization of any construction activity pertaining to the PROJECT. Proposal with layout sketch of the site office shall be submitted for approval to the COMPANY. If located outside the

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

18

OF

23



01

COMPANY premises, permission of the owner of the land/premises shall be obtained and copy furnished to the COMPANY for records.

The CONTRACTOR shall provide and maintain a temporary site office accommodation

for COMPANY use including a conference room and sanitary facilities, such as toilet and washroom. This site office shall be of very good condition and with approx. floor area of 100 sq. m. It shall be provided with air conditioning capable of maintaining

25C room temperature. Necessary cleaning/janitorial services and drinking water facilities shall be provided.

Telephone, furniture, fire protection equipment, office equipment and supplies, including but not limited to the following, should be available at the Site Office:

1. three (3) (Compaq) PC’s (latest configuration), 17” SVGA, NI Monitor with necessary original software (i.e. MS Office, Project Scheduler) and three (3) HP Printers (latest) or compatible

2. one telephone line 3. Telephone set for each office and conference room. 4. Furniture for sitting area. 5. Copying Machine – one (1) 6. Fax Machine with separate telephone line – one (1) 7. Four (4) Drawer Filing Cabinets – three (3) 8. Desks – three (3) 9. Swivel Chairs – three(3) 10. one (1) Conference Table for twelve(12) persons with chairs 11. Drawing File Rack – three (3) 12. Guest Chairs – six(6) 13. Presentation Blackboard –one(1) 14. Logging Books and Office Stationeries 15. Portable Fire Extinguishers, Type ABC, 30 lbs. - 2 each 16. First-Aid Cabinet - 1 each 17. Kitchen cabinet. 18. Refrigerator one (1). 19. Vehicle parking area for five (5) SEC vehicles.

B. Electricity Power Connection/Electrical Wiring

The CONTRACTOR shall provide his own generators to meet construction, testing and commissioning power requirements. However, if power supply point is available near the PROJECT site, then a temporary metered electricity connection on chargeable basis will be provided by the COMPANY to the site office by Operating Area at the request of the CONTRACTOR.

The temporary electrical wiring and installation for the site office is to be performed in accordance with the requirements of the latest revision of the National Electrical Code (NEC) or the National Fire Protection Association (NFPA).

C. Telephone Connection

The CONTRACTOR shall avail a temporary telecommunication facility at the site office. The COMPANY may, at its discretion, allow the CONTRACTOR to have temporary extension of telephone connection, if possible, from the existing telecommunication

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

19

OF

23



01

facility on remittance of telephone rental charges as per COMPANY regulations. Telephone sets and associated cabling will be installed by the CONTRACTOR.

The CONTRACTOR will be allowed to use the telephone only for making local calls.

D. Water Supply Connection For site office requirement and construction purpose, the CONTRACTOR shall arrange

adequate water supply from Municipality. If no Municipal water supply extension is available, a water tank of adequate capacity shall be installed for site requirement during construction stage.

E. Drainage Connection The temporary drainage connection from existing system shall be provided to the site

office. Alternate arrangement as per standards shall be provided if drainage facility does not exist.

F. Quality of Temporary WORK Temporary WORK shall conform to applicable COMPANY Standards or concerned

outside agencies and shall be removed from the premises upon completion of the WORK, unless specifically mentioned otherwise.

G. Housekeeping and Cleanliness The CONTRACTOR shall bestow special attention in housekeeping and cleanliness.

All rubbish and waste shall be removed at regular intervals from the site on daily basis. An adequate number of trash containers with cover shall be provided and placed at strategic location at the construction site. All trash containers shall be painted and marked “TRASH CONTAINER”.

H. Demobilization After obtaining the demobilization approval from the COMPANY, the CONTRACTOR

shall arrange to remove all temporary connections and submit clearance certificates from the concerned authorities on completion of the PROJECT or fifteen (15) days after removal of the temporary facilities whichever is later.

Site office and facility is the property of the CONTRACTOR and after project completion the CONTRACTOR will take back all the materials and accordingly all the materials will be returned to the contractor.

1.10 LOSS PREVENTION REQUIREMENTS

The CONTRACTOR and/or CONTRACTOR’s SUBCONTRACTOR(s) shall strictly

comply with the following Safety Requirements, in addition to the stipulations in Schedule A - General Terms and Conditions of CONTRACT:

A. General Requirements

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

20

OF

23



01

1. Strict adherence to all applicable provisions of the COMPANY Accident Prevention Manuals and Construction Safety Manual (ISD Special Manual No. 6.483).

2. Compliance with the provisions of the COMPANY General Instructions on WORK

Permit and Clearance Procedure (G.I. # 65.111). The CONTRACTOR shall have an authorized employee with certificate to receive WORK Permit. If the CONTRACTOR has no authorized employee, or has an employee with expired certificate, he shall be responsible to coordinate with the COMPANY REPRESENTATIVE for scheduling of WORK Permit training course. All activities of the CONTRACTOR near or inside the substation/transmission line shall be allowed only after securing the WORK Permit.

3. The CONTRACTOR shall be responsible for obtaining the WORK Permits

required during the construction of the transmission line from the concerned government authorities such as Traffic Police, Railroad, Ministry of Municipality and Rural affairs, Water and Sewage Authority, Ministry of P.T.T., Ministry of communication, Saudi Aramco etc.) and private agencies/companies.

4. The CONTRACTOR shall submit his Loss Prevention Program to the COMPANY

sufficiently in advance to obtain COMPANY approval prior to commencement of WORK at site. The Loss Prevention Program shall contain the following:

a. Cover page complete with references as follows:

i. CONTRACTOR’s Name ii. Title of Submittal iii. PROJECT Title and Location iv. CONTRACT Number v. COMPANY’s Name vi. Date and Revision

b. Table of Contents c. CONTRACTOR’s COMPANY Safety Policy Statement complete with

signature over printed name and title of CONTRACTOR’s Management REPRESENTATIVE.

d. Specific program items (suitable for the SOW) that the CONTRACTOR

proposes to implement during the CONTRACT execution. e. Attachment necessary to supplement the program:

i. PROJECT Table of Organization ii. Construction Schedule iii. Equipment Schedule iv. Manpower Schedule v. CONTRACTOR’s standard forms for safety related reports.

5. The CONTRACTOR shall provide the necessary protective clothing (i.e. head,

eye, face, hand, and foot protection) and respiratory protective equipment

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

21

OF

23



01

including personal protective equipment for fall protection such as safety belts and lifelines, and implement wearing them.

6. The CONTRACTOR shall provide and use adequate and suitable safety/warning

signs, cordon tapes, portable barricades, warning lights and personnel protective equipment at JOB SITE to protect the safety of COMPANY and CONTRACTOR personnel and the public, and to prevent damage to property.

7. Provision of traffic warning or control warning devices when working near or

along roadways, for safety of personnel and the public. When required by the COMPANY REPRESENTATIVE, the CONTRACTOR shall provide personnel (as flagman) to direct and maintain traffic in affected roadways.

8. The CONTRACTOR shall provide of first-aid facilities and must have a certified employee to administer first aid and Cardio Pulmonary Resuscitation (CPR). A valid copy of first aider certificate shall be attached with the Loss Prevention Program.

9. The CONTRACTOR shall refrain from using mechanized excavation equipment within restricted areas unless cleared and permitted to do so.

10. The CONTRACTOR shall request in advance a clearance for de-energizing the interfacing points and observe grounding procedures.

11. The CONTRACTOR shall obtain from the COMPANY, ID cards for his employee and stickers for his vehicles/equipment prior to mobilization to site.

12. In order to prevent theft/loss of materials/equipment, the CONTRACTOR shall take all necessary measures and precautions including but not limited to the following:

a. All materials provided or used in this contract shall be stored by the CONTRACTOR in safe and secured locations, even if it is stored for a short period of time.

b. If the equipment/materials are to be stored in the substation area for a prolonged period, the CONTRACTOR shall ensure that they are kept in locked containers or any appropriate method of storage such that the materials/equipment are not easily noticeable by people with intention of theft or pilferage. Moreover, such containers shall be placed at a distance from the fence/boundary wall.

c. The CONTRACTOR shall also consider other factors (i.e. temperature, humidity etc.) affecting storage of materials/equipment being stored in containers to avoid any damage during such storage period.

B. PROJECT Involving Elevated WORKS

1. The CONTRACTOR shall submit his heavy equipment (i.e. cranes and bucket trucks) to the COMPANY for safety inspection and certification and correspondingly stick with green safety sticker.

2. The CONTRACTOR’s ladders shall conform to OSHA (Occupational Safety and

Health Administration) standard. Safety practices shall be followed in positioning

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

22

OF

23



01

ladders. Scaffolds shall be designed, built and inspected by a competent engineer prior to its use.

C. PROJECT Involving Welding and Cutting Operations

1. The CONTRACTOR shall provide suitable fire extinguishers to be used in case of fire emergencies.

2. The CONTRACTOR shall provide the welding gas cylinders with suitable rack

that is equipped with security chain(s).

D. PROJECT near Energized Lines or Equipment

Observe working clearance when working near or about energized line or equipment as per COMPANY’s Accident Prevention Manual.

E. PROJECT requiring the Use of Chemical(s)

Submit material safety data sheets (MSDS) of chemicals required or which are to be used in the execution of the PROJECT.

1.11 OUTAGE SCHEDULE/SHUTDOWN COORDINATION Planned outages of existing equipment, which are required for CONTRACTOR’s

installation of new equipment or movement/relocation of existing equipment, shall be minimized by CONTRACTOR during the PROJECT execution.

Where outages of existing equipment at substation or outage on overhead lines cannot be avoided, CONTRACTOR shall coordinate all details of planned outages through the COMPANY REPRESENTATIVE with initial coordination during the base design stage of the PROJECT.

As a part of the CONTRACTOR’s coordination activity (for the planned outage). CONTRACTOR shall provide reasons, plans and detailed schedule for the planned outages that will be subjected to the COMPANY’s review and approval.

COMPANY’s approval of planned outages shall be based solely on COMPANY’s operational considerations.

CONTRACTOR shall note that, as a minimum requirement, COMPANY will consider approval of CONTRACTOR’s proposed planned outages during low load periods (during the period between November and April), and when CONTRACTOR shall provide enough manpower at the outage site(s) to minimize the planned outage time.

No unplanned outages/disruption of COMPANY’s equipment or systems shall be allowed to support the CONTRACTOR’s installation of any new equipment, or CONTRACTOR’s movement/relocation of existing equipment at any site.

All outages shall be scheduled at least four (4) weeks in advance. Any requested outage must be approved by the COMPANY at least two (2) working weeks before actual WORK is carried out.

REVISIONS

DRAWN BY: 47467

15-06-2014 DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

OPERATING DEPT.

CERTIFIED

BY:

DATE:

THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

FOR ORDERING


ATTACHMENT III


NG0070

A

PTS-14WC183

JOB ORDER NO.

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

23

OF

23



01

1.12 COMMUNICATIONS OUTAGE REQUIREMENTS In instances where performance of the work included in this Scope of Work may, or will

result in a communications link (or communications links) outage, such work will only be performed during periods of planned communications outages for the link (or links). During the Base Design stage of the project, in cases where planned communications link outages are anticipated, CONTRACTOR shall develop a communications outage plan, with the plan indicating the proposed extent, and duration, and anticipated date (or dates) of the proposed communications link outage (or outages).

The communications link outage plan shall include the work procedures which the

CONTRACTOR will use to minimize the duration of the communications link outages, and as part of the plan, CONTRACTOR shall confirm that he will have sufficient manpower and all required equipment which will minimize the planned period of the Communications Links Outages (as well as listing in his plan, the proposed manpower and equipment which will be used to minimize the planned outage of the communications link (or links).

The duration, and date(s) of the planned outages of communications links will be

scheduled solely based on COMPANY Operational Requirements for the

Communications link(s) where the outages are planned (and NOT on CONTRACTOR convenience of implementation of the work under this contract).

CONTRACTOR’s performance of work under this contract, which results in unplanned

outages of communications link(s), will NOT be accepted by the COMPANY.

**** END OF ATTACHMENT II ****

REVISIONS

DRAWN BY:

DATE:

CHK’D BY:

APPROVED

ENGINEERING DEPT.

CERTIFIED

BY:

DATE:

ATTACHMENT - V

LIST OF CONCEPTUAL DESIGN

REFERENCE DRAWINGS

PTS No. 14WC183

NO

.

3

2

1

DE

SC

RIP

TIO

N

CH

K’D

A

PP

’D

CE

RT

.

1

OF 1


0

JNG0070


THIS DRAWING IS NOT

TO BE USED FOR

CONSTRUCTION OR

ORDERING MATERIAL

UNTIL SIGNED &

DATED

DOCUMENT CONTROL

SHEET

JOB ORDER No

ATTACHMENT - lV

LIST OF CONCEPTUAL DESIGN &

REFERENCE DRAWINGS

DRAWING CONTROL SHEET

SR No DRAWING No REV No DATE

1 WT-915133

2 WT-915134

3 WT-915135

4 WT-915136

PLANT No INDEX REV

NG0070 X 0

PROJECT TITLE:


380/110 KV YANBU CITY BSP LOCATION MAP

PROPOSED 110KV XLPE CABLE ROUTE

PTS # 14WC183

FURTHER REV

PROPOSED 110KV OHTL ROUTE

PROJECT COMPLETION DATE DRAWING No SHEET No

CONNECTION DIAGRAM

DRAWING TITLE

WT-915132 1 OF 1

ASPHALT ROAD

__

VECTOR

___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

___

0

GRAPHIC SCALE:

SCALE :

DRAWN BY

OPR’G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.

NO.DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA


DRAWING TITLE DRAWING NO.

NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRI T

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI E

LE

CT

RICIT

Y

CO.

DATEBY

CERTIFIED

JOB ORDER NO. INDEX PLANT NO. REV. NO.DRAWING NUMBER SHEET NO.JOB ORDER NO.INDEXPLANT NO.REV. NO. DRAWING NUMBERSHEET NO.

SECA00

SEC-A (2004/10)

LEGEND

____________________________

__- ______

__- ______

__- ______

__- ______

__- ______

________________________________________________

________________________________________________

________________________________________________

________________________________________________

________________________________________________

____________________________

____________________________

____________________________

- of 0101

________________________________________________

WT01

X

AS SHOWNENG. TARIQ MIAN

-of

01 01

01

WT X915134

22/06/2014

100m908070605040302010

1 : 1000

MOHAMMAD AL-ANSARI ABDU HOBANY

22/06/2014ABDU HOBANY

MGR, S&ROW DIV.MATERIAL UNTIL CERTIFIED AND DATED

CONSTRUCTION OR FOR ORDERING

THIS DRAWING IS NOT TO BE USED FOR

MGR, ENG’G & DESIGN DIV. MGR, SURVEY & ROW DIV.

27/03/2014

915134

SUBSTATION

DISTPOINTS

PROPOSED YANBU CITY BSP

YANBU

SITE MAP

WT- 000000

__- ______

3. ALL ARE SUBJECT FOR CHANGES.

NORTHING

1

EASTING

2

3

4

5

6

1

314.32

214.94

395.94

395.52

1

2

3

4

5

6

BSP IS 107,286.40 SQ.M.

2. PROPOSED APPROXIMATE AREA OF PROPOSED YANBU CITY

8.69

8.39

411060.382663845.10

411324.152663674.15

411328.012663666.36

411315.972663451.76

411309.652663446.24

410914.932663477.30

2663845.10 411060.38

COORDINATES (WGS84 ZONE 37)

PROPOSED YANBU CITY BSP

ROAD

A.D.B.

NG007014WC183

380/110kV YANBU CITY BSP

14WC183NG0070

PRIN

CE

MU

QIN

BIN

AB

DUL

AZIZ

KING ABDULAZIZ ROAD

ALNAQADI ST.

KING ABDULAZIZ ROAD

EXISTING YANBU SOUTH SUBSTATION

EXISTI

NG OHTL

WALL

MOSQUE

ASPHALT ROAD

BUILDING

PROPOSED 110 KV U/G CABLE

NOTES

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI E

LE

CT

RICIT

Y

CO.

__- ______

__- ______

__- ______

__- ______

__- ______

WT- 915132

- of 0001

WT01

X

ROUTE MAP

-of

00 01

01

WT X

21/07/2014

R.T.ARGAMOSA


ABDU HOBANY

02/03/2014

LEGEND

________________________________________________

________________________________________________

________________________________________________

________________________________________________

________________________________________________

________________________________________________

0

GRAPHIC SCALE:

SCALE :

______________________________ ___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

____________________________

____________________________

____________________________


VECTOR___

915135

MARL ROAD

PROPOSED 110 OHTL

FENCE

GANTRY

SUBSTATION

EXISTING UG CABLE

PROPOSED ROAD

__- ______

CONCRETE WALL





NORTHING EASTING

DRAWING NO.DRAWING TITLE

REFERENCE DRAWINGS


AS-BUILT BY DATE

DRAWN BY CHECKED BY SCALE:

DATE COMPLETED

REV.

NO.DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

DATE

ENG. DEPT.

BY

CERTIFIED

OPR’G. DEPT.

SAUDI ARABIAREV. NO.DRAWING NUMBER SHEET NO.

SECA00

SEC-A (2004/10)

JOB ORDER NO. INDEX PLANT NO.JOB ORDER NO.INDEXPLANT NO.REV. NO. DRAWING NUMBERSHEET NO.

32"U/G WATER PIPELINE

CONTROL ROOM

MA

RL

RO

AD

KHALID

BIN

AL W

ALID

ROAD

SEE ENLARGEMENT NO. 1


LOOPING PT. B1PROPOSED


BSP TO YANBU EAST S/SESTABLISH: YANBU CITY

BSP TO YANBU NORTH S/SESTABLISH: YANBU CITY




LOOPING PT. A2PROPOSED

BSP TO YANBU SOUTH S/SESTABLISH: YANBU CITY


POINT B1 AND B2 TOUG CABLE USE TO LOOP

PROPOSED (2) 110kV

YANBU NORTH S/SFROM YANBU CITY BSP TOTO YANBU EAST S/S AND

ESTABLISH: YANBU CITY BSP

POINT A1 AND A2 TOUG CABLE USE TO LOOP

PROPOSED (2) 110kV

YANBU SOUTH S/SFROM YANBU CITY BSP TOTO YANBU EAST S/S AND


TO EXISTING YANBU SOUTH S/SFROM PROPOSED YANBU CITY BSP

PROPOSED 110kV UG CABLE

TO YANBU NAKHEEL S/SESTABLISH: YANBU CITY BSP

YANBU CITY BSPPROPOSED


EXISTING GANTRY

EAST-YANBU NORTHEXISTING UGC YANBU

EAST-YANBU SOUTHEXISTING UGC YANBU


PROPOSED ROAD

EAST-YANBU NORTHEXISTING UGC YANBU



(LET SAY POITN-C)TO EXISTING YANBU EAST GANTRYFROM PROPOSED YANBU CITY BSP


EXISTING GANTRY

EXISTI

NG OHTL

TO BE CUTEXISTING CABLE

ENLARGEMENT No.1NOT TO SCALE


BSP TO YANBU NORTH S/SESTABLISH: YANBU CITY




PROPOSED (2) 110kV



EAST-YANBU

NORTH

EXISTI

NG UGC

YANBU

KHALID

BIN

AL WALI

D ROAD


SOUTH SUBSTATION

EXISTING YANBU

EAST-YANBU SOUTH

EXISTING UGC YANBU



ASP

HALT

RO

AD

ASPHALT ROAD



BSP TO YANBU SOUTH S/SESTABLISH: YANBU CITY




PROPOSED (2) 110kV





PROPOSED (2) 110kV



PRIN

CE

MU

QIN

BIN

AB

DU

LA

ZIZ


YANBU CITY BSPPROPOSED 380/110kV

TO EXISTING YANBU EAST GANTRYFROM PROPOSED YANBU CITY BSP



TO EXISTING YANBU EAST GANTRYFROM PROPOSED YANBU CITY BSP



PROPOSED (2) 110kV




PROPOSED (2) 110kV






PR

OP

OS

ED

RO

AD

SUBSTATION LOCATION

SUBSTATION NAME

PROP. YANBU CITY BSP

EXIST. YANBU SOUTH S/S

EXIST. YANBU EAST S/S

2663621.00

2662384.00

2667702.00

411163.00

408338.00

410347.00

A1 AND A2 IS 2870.00 M.

FROM PROPOSED YANBU CITY BSP TO PROP. LOOPING PTS.

2. APPROXIMATE ROUTE LENGTH OF PROPOSED 110 KV U/G CABLE

B1 AND B2 IS 5901.00 M.

FROM PROPOSED YANBU CITY BSP TO PROP. LOOPING PTS.


S/S IS 4311.00 M.

FROM PROPOSED YANBU CITY BSP TO EXISTING YANBU SOUTH


YANBU EAST S/S IS 5194.00 M.

FROM PROPOSED YANBU CITY BSP TO EXISTING GANTRY AT


150 300 450 600 750 900 1050 1200 1350 1500m

1 : 15000

21/07/2014

YANBU CITY BSP TO YANBU SOUTH S/S AND TO GANTRY AT YANBU EAST S/S

PROP 110kV U/G CABLE FR YANBU CITY BSP TO LOOPING PT. A&B AND FR

YANBU

14WC183 NG007014WC183NG0070915132

EAST SUBSTATIONEXISTING YANBU

EAST SUBSTATIONEXISTING YANBU

A

PRIVATE PROPERTY

ASPHALT ROAD

NOTES

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI E

LE

CT

RICIT

Y

CO.

__- ______

__- ______

__- ______

__- ______

__- ______

WT- 915132

- of 0001

WT01

X

ROUTE MAP

-of

00 01

01

WT X

23/07/2014

R.T.ARGAMOSA


ABDU HOBANY

02/03/2014

LEGEND

________________________________________________

________________________________________________

________________________________________________

________________________________________________

________________________________________________

________________________________________________

0

GRAPHIC SCALE:

SCALE :

______________________________ ___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

__ ___ ___ ___ ___________

____________________________

____________________________

____________________________


VECTOR___

915136

R.O.W.

MARL ROAD

PROPOSED 110 OHTL

SUBSTATION

EXISTING OHTL

__- ______

CONCRETE WALL





DISTANCECOR NORTHING EASTING

DRAWING NO.DRAWING TITLE

REFERENCE DRAWINGS


AS-BUILT BY DATE

DRAWN BY CHECKED BY SCALE:

DATE COMPLETED

REV.

NO.DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

DATE

ENG. DEPT.

BY

CERTIFIED

OPR’G. DEPT.

SAUDI ARABIAREV. NO.DRAWING NUMBER SHEET NO.

SECA00

SEC-A (2004/10)

JOB ORDER NO. INDEX PLANT NO.JOB ORDER NO.INDEXPLANT NO.REV. NO. DRAWING NUMBERSHEET NO.

PI-1

PI-2

PI-3

PI-4

PI-5

END

START


YANBU CITY BSPPROPOSED


PROPOSED ROAD

MA

RL

RO

AD

CONTROL ROOM

UNDER OTHER PROJECTPROPOSED OHTL

UN

DER

OT

HER PR

OJECT

PR

OPOSE

D

OHTL

EXIS

TIN

G 110

kV

OHTL

UN

DER

OT

HER PR

OJECT

BE

DIS

MA

NTLE

D

PR

OPOSE

D

OHTL T

O

LET SAY PT. DCONNECTING POINT

YANBU CITY BSP TO PROPOSED CONT. PT. DPROPOSED 110kV DC OHTL FROM PROPSED

SAND BERMSAND BERM

ESTABLISH: YANBU CITY BSP TO YANBU NORTH II S/S

YANBU CITY BSPPROPOSED 380/110kV

YANBU CITY BSP TO PROPOSED CONT. PT. DPROPOSED 110kV DC OHTL FROM PROPSED

ESTABLISH: YANBU CITY BSP TO YANBU NORTH II S/S UNDER OTHER PROJECTPROPOSED OHTL


PR

OP

OS

ED

RO

AD

START

PROPOSED R.O.W.


EXIS

TIN

G 110

kV

OHTL

LET SAY PT. DCONNECTING POINT

YA

NB

U CIT

Y BSP

TO PR

OPO

SE

D C

ONT. PT.

D

PROPO

SE

D 11

0k

V DC

OHTL FR

OM PR

OPS

ED

EST

ABLIS

H:

YA

NB

U CIT

Y BSP

TO

YA

NB

U

NORT

H II S/S

PROPOSED R.O.W.

UN

DER

OT

HER PR

OJECT

BE

DIS

MA

NTLE

D

PR

OPOSE

D

OHTL T

O

UN

DER

OT

HER PR

OJECT

PR

OPOSE

D

OHTL

UNDER OTHER PROJECTPROPOSED OHTL

END



2667295.01

2666037.77

2665397.94

2665118.63

2664786.57

2664274.21

2663797.56

421620.33

419990.22

418682.15

417705.40

411110.49

411136.28

411133.73

A

END

PI-5

PI-4

PI-3

PI-2

PI-1

START

BSP TO CONNECTING PT.D

PI COORDINATES FROM YANBU CITY

2058.62

1456.17

1015.90

6603.27

513.02

476.65

00.00

17.50

CL

35.00

17.50

R.O.W

CL

22.50

R.O.W

CL

50.00 35.00

CL

R.O.W

50.00

CROSS SECTION A-A R.O.W WIDTH

PR

OP

OS

ED 380

KV

OH/

TL

UN

DE

R

OT

HE

R

PR

OJE

CT

PR

OP

OS

ED 380

KV

OH/

TL

UN

DE

R

OT

HE

R

PR

OJE

CT

PR

OP

OS

ED 380

KV

OH/

TL

UN

DE

R

OT

HE

R

PR

OJE

CT

PR

OP 110

KV

OH/

TL

FR

YA

NB

U

CIT

Y

BS

P

TO

PR

OP.

PT.

D

POINT D IS 12,123.63M.

FROM PROPOSED YANBU CITY BSP TO PROP. CONNECTING

2. APPROXIMATE ROUTE LENGTH OF PROPOSED 110 KV DC OHTL

PROP. UNDER OTHER PROJECT

1 : 15000

150 300 450 600 750 900 1050 1200 1350 1500m

23/07/2014

PROPOSED 110kV DC OHTL FROM YANBU CITY

BSP TO PROP. CONNECTING POINT D

YANBU

14WC183 NG007014WC183NG0070915136

OHTL TO BE DISMANTLED

FENCE (ANIMAL FARM)

SAND BERM

SAND BERM

SAND BERM

SAND BERM

SAND BERMFENCE (ANIMAL FARM)

FENCE (ANIMAL FARM)

Page 1 of 6

INSTRUCTIONS TO BIDDERS FOR TECHNICAL PROPOSAL

CONTRACT NO. xxxxxxxx/00


BIDDER GENERAL INFORMATION (Bidder to fill-in the following information and submit along with his Technical Proposal)

Name of the Bidder:

Local Address:

a. P.O. Box:

b. City:

c. Telephone No.:

d. Fax No.:

Foreign Address (if any):

a. Street Name:

b. P.O. Box:

c. City:

d. Country:

e. Telephone No.:

f. Fax No.:

Name of Contact

Individual(s):

Instructions to Bidders for Technical Proposal

Page 2 of 6

TABLE OF CONTENTS

SECTION PAGE

1. PREPARATION OF THE TECHNICAL PROPOSAL 3

2. TECHNICAL PROPOSAL CONTENTS 4

2.1 PROJECT MANAGEMENT 4

2.2 QUALITY ASSURANCE/QUALITY CONTROL (QA/QC) PLAN 4

2.3 MAJOR EQUIPMENT/MATERIALS 5

ATTACHMENTS

ANNEXURE I - CONTRACTOR'S KEY PERSONNEL

ANNEXURE II - PROPOSED MATERIAL PROCUREMENT AND DELIVERY

SCHEDULE

ANNEXURE III - PROPOSED SUBCONTRACTING PLAN

ANNEXURE IV - PURCHASE ORDER COMPLIANCE

ANNEXURE V - GENERAL COMPLIANCE STATEMENT

ANNEXURE VI - SUMMARY OF EQUIPMENT/MATERIAL SUBMITTALS

ANNEXURE VII - SOW/TS OR TMSS COMPLIANCE STATEMENT

ANNEXURE VIII - MANUFACTURER'S RESPONSIBILITY STATEMENT


Page 3 of 6

1.0 PREPARATION OF THE TECHNICAL PROPOSAL 1.1 The Bidder shall prepare the Technical Proposal separate from Commercial Proposal.

No pricing information shall be included in the Technical Proposal. 1.2 Bidder shall submit one original signed and stamped copy of the Technical Proposal and

one scanned copy of original bid documents in USB data storage devise. 1.2.1 USB data storage comprising of following folders. Non submittal of the Technical

proposal in a USB can be used as ground for the rejection of the Bid proposal completely

- Scanned copy of PTS. Technical Proposal shall be submitted in a USB arranged in a similar way as in the hard copy.

- scanned copy of complete technical offer. - scanned copies of Pre-bid clarifications with NG memos. 1.2.2 Technical Proposal shall be submitted in three (3) Folders, marked as Folder I, II and

III, as given in the table below. Each folder shall consist of all the documents mentioned in Section 2.0 of this document.

Sr. # Folder # # of Original Copies

Folder Title

1. Folder I One PROJECT MANAGEMENT

2. Folder II One QA/QC PLAN

3. Folder III One MAJOR EQUIPMENT/MATERIALS

Technical folder shall be compiled as specified below A) Power cable a) Main Manufacturer

i) Filled in Technical data sheets ii) Ampacity calculation as per IEC pattern and based on SEC STD Drawings. iii) Valid Type test. iv) TMSS compliance statement (separate for each size of cable and standard) v) Manufacturer responsibility statement (separate for each size of cable and

standard) vi) Supply record vii) references

b) Alternate manufacturers Documents organized as stated above.

B) Splice & Termination Kit. Documents organized as stated above

C) Bonding cable. Documents organized as stated above

D) Link Boxes Documents organized as stated above

E) Fiber Optic Cable. Documents organized as stated above

F) Fiber Optic Cable accessories. Documents organized as stated above

G) Construction material. Documents organized as stated above

1.3 Technical Proposal shall be in strict compliance with the Proforma Contract, Scope of

Work and Technical Specifications, Instructions to Bidders for Commercial and Technical Proposals and any other instructions to Bidders. Deviation on Technical Specifications of Equipment, if any, shall be furnished in the Compliance Statement


Page 4 of 6

for each TMSS for SEC review. However, any deviation on the Scope of Work will not be considered.

1.4 Each folder of the Technical Proposal shall be submitted in sealed envelope clearly

marked as follows:

From: _______________________________ (Name of the Bidder)

Attention: _______________________________

(Contract Representative) Subject: Technical Proposal for Contract No. XXXXXXX/00 Project Title: INTERCONNECTION OF 380/110KV YANBU CITY BSP

WITH 110KV YANBU NETWORK PTS No.: PTS-14WC183 Folder No.: _____

1.5 Each page of every document submitted by the Bidder shall bear his signature, date

and stamp. 1.6 Incompleteness, non-compliance to Instructions to Bidders and/or deviations from the

Scope of Work and Technical Specifications can be used as grounds for rejection of the Bid Proposal completely.

1.7 Any deviation considered by the Bidder in the Bid Proposal will not be considered as a

deviation unless it is reviewed and accepted by Saudi Electricity Company. In case, SEC has not provided comments on a deviation, the deviation will not be considered as a part of the contract and the contract price submitted by the bidder shall be the same without any change.

2.0 CONTENTS OF TECHNICAL PROPOSAL

2.1 FOLDER I: PROJECT MANAGEMENT

Bidder shall provide the following documents in Folder I for complete implementation of the Project. The documents shall be prepared specific to this project and arranged in the same sequence with a Table of Contents:

2.1.1 Overall Organization Chart: for the complete management of the Project,

indicating names of all key personnel. Bidders shall propose, as minimum, the personnel indicated in Annexure - I (Contractor’s Key Personnel).

2.1.2 Time Scaled Bar Chart Schedule (Gantt Chart): for the complete

implementation of the project. Each major activity coming under Engineering, Equipment/Material Procurement, Installation/Construction and Testing & Commissioning shall be segregated and shall be shown separately. All Milestone Events shall be indicated and shown separately in the Bar Chart Schedule.

2.1.3 Materials Procurement and Delivery Schedule: listing all major

Equipment/Material that will be necessary for the project. Schedule times in weeks shall be indicated for the following (Please use the format given in Annexure II):


Page 5 of 6

a. Purchase Orders (Placed). b. Expected time of arrival at construction site. c. Date required for construction/installation. 2.1.4 Sub-contracting Plan: indicating proposed sub-contractor(s) for each portion

of work to be sub-contracted. (Please use the format given in Annexure III). 2.1.5 Purchase Order Compliance: that the bidder shall include all the relevant

terms and conditions specified in Schedule "A", Special Terms and Conditions of the Contract, in his purchase order(s) to the equipment manufacturers/suppliers. (Please use the format given in Annexure IV).

2.1.6 Compliance Statement: stating that the bidder shall comply with Scope of

Work and Technical Specifications and adhere to all Terms and Conditions of the Contract. (Please use the format given in Annexure V)

2.2 FOLDER II: QUALITY ASSURANCE/QUALITY CONTROL (QA/QC) PLAN

Bidder shall provide Quality Assurance/Quality Control (QA/QC) Plan for the complete project indicating all phases of Engineering Design, Equipment Manufacturing, Factory Testing, Equipment/Material Procurement, Installation/Construction and Testing & Commissioning in Folder II.

2.3 FOLDER III: MAJOR EQUIPMENT/MATERIALS

2.3.1 Bidder shall propose ONLY equipment/materials from the List of SEC

Technically Acceptable Manufacturers. 2.3.2 Documents for the proposed equipment/material shall be provided in Folders III

consist as follows:

FOLDER III: All applicable Equipment/Material pertaining to PTS listed in Annexure VI of this document. Bidder shall provide the following documents:

a. Schedule (Table) of Equipment/Materials Manufacturers: giving all

details of proposed manufacturers for all major equipment/material using the format given in Annexure VI.

b. Table of Contents: for the proposed equipment/materials arranged in the

same sequence as Annexure VI of this document. c. Documents for each major Equipment/Material proposed [arranged in the

same sequence as listed below]: 1. Completely filled-in Data Schedules: given in the SOW/TS, duly

filled-in [re-typed PTS documents is not acceptable], signed, stamped & dated by the respective Equipment/Material Manufacturer and the Bidder.

2. Compliance Statement: for each applicable TMSS and for 01-TMSS-01 separately, duly signed, stamped & dated by the Equipment/Material Manufacturer and the Bidder (Please use the format given in Annexure VII).

3. Certified Type (Design) Test Reports. 4. Manufacturer’s Technical Catalogs with adequate cross-reference

to item 2.3.2.c.1 above highlighting the specific model/type proposed. 5. Vendor Drawings. 6. Certified Type (Design) Test Reports. 7. List of users for at least five (5) years, as applicable, in similar

service conditions.


Page 6 of 6

8. Manufacturer’s Responsibility Statements as per Paragraph 36.1 of Schedule “A” of the Proforma Contract. (Please use the format of Annexure - VIII).

d. Compliance statement for the scope of WORK and the list of

deviations, if any, duly signed, stamped & dated by the Manufacturer and the Bidder (Please use the format given in Annexure VII).

e. Following documents, in case more than one make and/or model is

proposed for any equipment/materials: 1. All documents mentioned above in the same sequence for alternative

make and/or model proposed highlighting as "Alternative". 2. A comparison table comparing the salient features of the "Main" and

"Alternative" make and/or model proposed. 3. Documents of equipment, for the "Main" proposal shall be attached

first, followed by documents for the "Alternative" proposal. 4. Bidder shall not propose more than one alternative make and/or

model for a given Equipment/Materials against Items of section 2.0. Alternate offer will not be considered for acceptance unless the Main offer is rejected by COMPANY on technical grounds.

5. The quoted lump sum Contract Price indicated in Bidder’s Commercial Proposal (Bid Form) shall remain the same for providing the “Main” or “Alternate” make and/or model of equipment/materials, whichever is accepted by COMPANY.

f. Summary of Equipment/Materials Submittals: for major

equipment/material (Please use the format given in Annexure VI of this document).

*** END OF INSTRUCTIONS TO BIDDERS FOR TECHNICAL PROPOSAL ***

TECHNICAL PROPOSAL ANNEXURE - I

# Key PersonnelNos.

RequiredRemarks

1 Project Manager'*' 1BS degree in Engineering with 15-20 years relevant

experience.

2 Project Engineer'*' 1BS degree in Electrical Engineering with twelve (12)

years relevant experience

3 Site Manager'*' 1BS degree in Electrical Engineering with 15 years

relevant experience.

4 Site Electrical Engineers 2BS degree in Electrical Eng'g with 8 years relevant

experience.

5 Site Civil Engineer 1BS degree in Civil Engineering with 8 years relevant

experience.

6 QA/QC Civil Engineer'*' 1BS degree in Civil Engineering with 10 years relevant

experience.

7 Safety Officer'*' 1 BS degree in Engineering with relevant experience.

8 Planning and Scheduling Engineer 1BS degree in Engineering with 10 years relevant

experience.

9 Design Engineering Coordinator 21-Electrical and 1-Civil: BS degree in Eng'g. with ten

(10) years of design experience

10 Surveyor 1BS degree in Engineering with 5-10 years relevant

experience.

11 Material Coordinator 1BS degree in Engineering with 10 years relevant

experience.

Project Title: INTERCONNECTION OF 380/110KV YANBU CITY BSP WITH 110KV YANBU NETWORK

CONTRACT No. xxxxxxx

CONTRACTOR'S KEY PERSONNEL

Notes:

1. The Bidder shall propose, as minimum, the personnel indicated above who shall be their own employees.

2.'*' Indicates that those key personals shall not be the part of sub contractor team. They shall belong to the main

contracting company.

ITB - Annexure I - 1

TECHNICAL PROPOSAL ANNEXURE - II

Purchase Order

Expected Time

of Arrival at

Site

Time Required

at Site

(In Weeks) (In Weeks) (In Weeks)

Name of Bidder:

Signature:

Name:

Date:

PROPOSED MATERIAL PROCUREMENT AND DELIVERY SCHEDULE


Item

No.Material/Equipment Description

Project Title: INTERCONNECTION OF 380/110KV YANBU CITY BSP WITH 110KV YANBU

NETWORK

Bidder's Stamp

ITB - Annexure II - 2

TECHNICAL PROPOSAL ANNEXURE - III

Item No.Description of Work Proposed to be

Subcontracted

Name & Address of

Proposed Subcontractor

Name of Bidder:

Signature:

Name:

Date:



PROPOSED SUBCONTRACTING PLAN

Commercial Registration Number

Bidder's Stamp

ITB - Annexure III - 3

TECHNICAL PROPOSAL ANNEXURE - IV

Name of Bidder:

Signature:

Name:

Date:

PURCHASE ORDER COMPLIANCE


We hereby confirm that all the relevant terms and conditions specified in Schedule "A",

General, Special Terms and Conditions of the Proforma Contract, and all the relevant clauses

specified in the Scope of Work and Technical Specifications, SOW/TS shall be included in

corresponding Purchase Order(s) to be issued to the Equipment Manufacturer(s) or Supplier(s).


NETWORK

Bidder's Stamp

ITB - Annexure IV - 4

TECHNICAL PROPOSAL ANNEXURE - V

Name of Bidder:

Signature:

Name:

Date:

GENERAL COMPLIANCE STATEMENT


The undersigned also undertake to maintain confidentiality of all correspondence with COMPANY,

both in pre-award and post-award phases of the contract, and no correspondence of any kind will

be relayed to a third party without the express permission of the COMPANY in writing.

This Technical Proposal includes all the work and services required to complete the Project.

Having been properly represented during the Job Explanation Meeting and having investigated the

WORK SITE, and examined in their entirety the Scope of Work and Technical Specifications, the

Proforma Contract and all the documents referred to therein, and all the instructions to bidders, the

undersigned offers to design, engineer, procure and deliver all equipment and materials to the

WORK SITE, construct, install, test and commission the above project in accordance with the above

documents and agree to adhere to all terms and conditions of the Proforma Contract.


NETWORK

Bidder's Stamp

ITB - Annexure V - 5

TECHNICAL PROPOSAL ANNEXURE - VI

Name of

Manufacturer,

Type/Model &

Country of

Origin

01-TMSS-01

Compliance

Statement

TMSS/SMSS

Compliance

Statement

Data SchedulesDeviations

(YES/NO)

Type Test

Reports

Manufacturer's

Responsibility

Statement

Tech. Info. In

Section #

1

2

Name of Bidder:

Signature:

Name:

Date:

In case different make/type/model are proposed, the same shall be listed.

Use additional sheets as necessary. Follow the same format.Notes:

9 Bonding cable

Sheath voltage limiters7

8 Grounding material


2

3

4

5

Item No.

SUMMARY OF EQUIPMENT/MATERIAL SUBMITTALS


1

Description of Equipment and Materials

Fiber Optic Cable accessories6

Link Box for U/G Power Cables

110kV Cable Termination

110kV XLPE U/G Cable

Non-metallic Fiber Optic Cables

110kV Cable Splice

Bidder's Stamp

ITB - Annexure VI - 6

TECHNICAL PROPOSAL ANNEXURE - VII

SOW/TS, PTS No.

Equipment /Material:

TMSS No.:

Item No. Clause No.

Name of Manufacturer: Name of Bidder:

Signature: Signature:

Name: Name:

Date: Date:

Deviation Justification

Having been properly read and understood, we, the undersigned certify that the

equipment/material offered is strictly in compliance with the SOW/TS and applicable COMPANY

Material Standard Specifications, except for the deviations mentioned in the table above.

SOW/TS OR TMSS/SMSS COMPLIANCE STATEMENT


NETWORK

SOW/TS OR TMSS COMPLIANCE STATEMENT


Manufacturer's Stamp Bidder's Stamp

ITB - Annexure VII - 7

TECHNICAL PROPOSAL ANNEXURE - VIII

Equipment Name/Description:

Name of Manufacturer: Name of Bidder:

Signature: Signature:

Name : Name :

Date : Date :

MANUFACTURER'S RESPONSIBILITY STATEMENT


In the event of placement of purchase order on us we will comply with the COMPANY Term & Condition of

"Manufacture's Responsibility" specified in Schedule "A" of the Performa Contract.

We hereby convey our interest to associate with the above project and supply the following Equipment:


NETWORK

Manufacturer's Stamp Bidder's Stamp

ITB - Annexure VIII - 8