CERT.
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1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
SCOPE OF WORK & TECHNICAL SPECIFICATIONS
PREP. BY: NAME SAMI
DATE:
FOR
11 / 02 / 2021
<<Installation of 110kV UGC for Madinah ISTP 110/13.8KV
Substation in Madinah>>
APPROVED
(110KV UNDERGROUND CABLES PORTION)
BY:
APP
DATE:
22 / 02 / 2021
PTS – 20WC1033
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
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APP’D
NATIONAL GRID SA
TABLE OF CONTENTS
DESCRIPTION
SECTION
I
Page
INTRODUCTION
GENERAL
PROJECT DESCRIPTION
PROJECT SUMMARY
ABBREVIATIONS
5
5
5
6
1
2
3
NO.
1.01
1.02
1.03
1.04
REVISIONS
II
DEPT.:
E&DD
PROJECT INTERFACE
2.01 GENERAL INTERFACE
2.02 INTERFACE WORK
7
8
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
III
3.01
3.02
3.03
3.04
3.05
3.06
3.07
APPROVED
BY:
3.08
APP
DATE:
22 / 02 / 2021
3.09
3.10
3.11
CERTIFIED
BY:
3.12
3.13
3.14
3.15
3.16
3.17
3.18
CER
DATE
00 / 00 / 0000
3.19
3.20
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
BASIC REQUIREMENTS AND GUIDELINES
GENERAL CONDITIONS
KICK-OFF MEETING
BASE DESIGN PHASE
BASE DESIGN REVIEW
PROJECT DRAWINGS
PROGRESS REPORTING
QUALITY ASSURANCE/QUALITY CONTROL
REQUIREMENTS
COMMISSIONING, OPERATION AND MAINTENANCE
MANUALS
TECHNICAL DATA MANUALS
TEST RECORD BOOK
PLANT TAGGING OF EQUIPMENT AND INDEPENDENT
COMPONENTS
CONTRACTOR/COMPANY'S CONSTRUCTION SITE
OFFICE AND FACILITY
LOSS PREVENTION AND SAFETY REQUIREMENTS
SHUTDOWN/OUTAGE COORDINATION
WORKING HOURS
TRAVELING REQUIREMENTS
INSTRUCTIONS FOR TECHNICAL PROPOSAL
LIST OF TECHNICALLY ACCEPTABLE
MANUFACTURERS AND MANUFACTURING PLANTS
TRANSPORTATION ( as per requirement )
Oracle Primavera Portfolio Management
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
A
PTS20WC1033
9
10
10
11
11
18
19
30
31
31
31
32
34
37
37
38
38
38
39
40
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NATIONAL GRID SA
CHK’D
TABLE OF CONTENTS
DESCRIPTION
SECTION
1
2
3
NO.
IV
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
V
Page
SCOPE OF WORK
4.01
4.02
4.03
4.04
4.05
GENERAL
ELECTRICAL WORK
GASSING & DEGASSING
CIVIL WORK
COMMUNICATION WORK
44
44
48
48
48
4.06
PROJECT DESIGN DOCUMENTS, CALCULATIONS AND
DRAWINGS
49
ENGINEERING DESIGN CRITERIA AND REQUIREMENTS
11 / 02 / 2021
5.01
5.02
5.03
5.04
5.05
APPROVED
BY:
VI
DATE:
22 / 02 / 2021
VII
CERTIFIED
BY:
7.01
7.02
7.03
7.04
7.05
7.06
00 / 00 / 0000
7.07
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
VIII
GENERAL
EQUIPMENT/MATERIALS SPECIFICATIONS
APPROVAL CONDITIONS OF THE ROW AND
MATERIAL SPECIFICATIONS
64
64
65
GENERAL
CABLE TRENCHES AND DIRECTIONAL DRILLING
REQUIREMENTS
CABLE DUCT BANKS
POWER CABLE INSTALLATION
OPTICAL FIBER CABLES INSTALLATION
CABLE ROUTING INSIDE SUBSTATION
BASEMENT/CABLE ENTRY ROOM
OTHER INSTALLATION REQUIREMENTS
67
67
68
68
71
71
72
COMMISSIONING TESTS
8.01
8.02
GENERAL REQUIREMENTS
TESTING OF UNDERGROUND POWER CABLES
SYSTEM
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
54
55
55
58
INSTALLATION REQUIREMENTS AND GUIDELINES
CER
DATE
52
EQUIPMENT/MATERIALS AND TECHNICAL SPECIFICATIONS
6.01
6.02
6.03
APP
GUIDELINES FOR PREPARATION OF DESIGN
CALCULATIONS
ENVIRONMENTAL CONDITIONS
ELECTRICAL CHARACTERISTICS
DESIGN REQUIREMENTS
STANDARDS, CODES AND SPECIFICATIONS
SAUDI ARABIA
PLANT NO.
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PTS20WC1033
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NATIONAL GRID SA
CHK’D
TABLE OF CONTENTS
DESCRIPTION
SECTION
Page
1
2
3
NO.
APPENDICES
REVISIONS
DEPT.:
APPENDIX
I
DRAWING CONTROL SHEETS
APPENDIX
II
MATERIAL DATA SCHEDULES
APPENDIX
III
TECHNICAL DATA MANUALS
APPENDIX
IV
RIGHT OF WAY (ROW) APPROVALS AND
CORRESPONDENCES
E&DD
APPENDIX
V
EXHIBIT I - SCHEDULE OF ASSET IDENTIFICATION
PREP. BY: NAME SAMI
APPENDIX
VI
COMMUNICATION SYSTEM REQUIREMENTS
DATE:
APPENDIX
VII
CIVIL AND STRUCTURAL SCOPE OF WORK DESIGN
11 / 02 / 2021
CRITERIA,
TECHNICAL
REQUIREMENTS
AND
MATERIAL SPECIFICATION
APPENDIX
VIII
PROJECT DESIGN DOCUMENTS, CALCULATIONS AND
DRAWINGS
APPENDIX
IX
APPROVED
this project)
APPENDIX
BY:
TRAINING OF COMPANY PERSONAL (Not required in
X
INSTRUCTIONS FOR TECHNICAL PROPOSAL
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
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NATIONAL GRID SA
CHK’D
SECTION I - INTRODUCTION
1.01 GENERAL
DESCRIPTION
This Scope of WORK and Technical Specifications <<PTS-20WC1033>> and the
associated PROJECT Conceptual Drawings describe the specific Scope of Work that
the CONTRACTOR is required to carry out on Lump Sum Turnkey (LSTK) basis until
the
successful
commissioning
and
integration
of
proposed
“<<
ISTP 110/13.8KV SS>>” by National Grid SA (hereafter referred to as COMPANY or
NG).
1
2
3
NO.
1.02 PROJECT DESCRIPTION
REVISIONS
DEPT.:
E&DD
This PROJECT is to supply power to << Madinah ISTP 110/13.8KV >> substation in
<<MADINA>> area, by installing (Underground Cables) as described in section IV of
this PTS. All necessary equipment, material, accessories, terminal equipment and
civil work under this Scope shall be provided and installed to make the connection
feasible.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
1.03 PROJECT SUMMARY
The summary of the Scope of Work of this PROJECT, to be carried out by the
CONTRACTOR includes the following:
APPROVED
BY:
APP
DATE:
A. Design, Supply, Installation, commissioning and Testing of new 110KV
Underground cable circuits, consisting of << 31C1200mm2>>, Cu conductor,
super clean-XLPE, << Copper wire + Copper tape metallic sheath, HDPE jacket
>>, single cable per phase complete with all other accessories, along the
proposed route and as described in section IV of this PTS.
Total Approximate route length under this is <<8.8 km for first circuit and 12.9 km
for second circuit >> as shown in drawing no. <<WT-925382>>.
22 / 02 / 2021
B. Design, Supply, Installation, commissioning and Testing of underground Fiber
Optic cables along the new 110KV Power Cables route (refer to appendix VI).
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
C. Protection scope of work is covered in PTS-20WN1032 of <<New Madinah ISTP
Substation>>
D. Design, supply and installation of all necessary cable supports/structures,
terminations, splices, grounding link boxes, and other accessories as required for
the 110KV XLPE cables.
E. Preparation of cable trenches for direct buried cable installation along the
proposed route.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
F. Construction of concrete encased ductbanks and sand ductbanks as required
along the proposed route.
G. Perform directional drilling as required along the proposed route.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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NATIONAL GRID SA
1.04 ABBREVIATIONS
DESCRIPTION
Terms, abbreviations and/or expressions frequently used herein and after shall have
the following meaning:
1
2
3
NO.
Terms / Abbreviations /
Expressions
 COMPANY or NG
 SEC
 PROJECT
REVISIONS
 CONTRACTOR
DEPT.:
E&DD
 WORK
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
 Source Substations


















New Substations
JOB SITE/WORK SITE
U/G
BSP
S/S
F/O or FOC
NFOC
FOTE
GIS
LSTK
STC
MOT
ASTM
AEIC
TCS
TES
TSD
TMSS










XLPE
LMDPE
LLDPE
SVL
HDD
HDPE
PVC
SOW/TS or PTS
ROW
IEC
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Meaning
National Grid SA (Subsidiary of Saudi Electricity
Company)
Saudi Electricity Company
<< Installation of 110kV UGC for Madinah ISTP
110/13.8KV Substation in Madinah >> (110KV
Underground Cables Portion).
Contractor, responsible for the execution of the 110KV
Underground Cables WORK (<<PTS-20WC1033>>).
The execution of all activities to build the 110KV
Underground Cables to Supply Power to << Madinah
ISTP110/13.8KV >> substationas per this PTS.
All substations / BSPs mentioned in this PTS except
New Substations
<<New Madinah ISTP 110/13.8KV Substation>>
<<MADINA >>
Underground
Bulk Supply Point
Substation
Fiber Optic Cable
Non-Metallic Fiber Optic Cable
Fiber Optic Terminal Equipment
Gas Insulated Switchgear
Lump Sum Turnkey
Saudi Telecom Company
Ministry of Transportation
American Society for Testing and Materials
Association of Edison Illumination Companies
Company Transmission Construction Standards
Company Transmission Engineering Standards
Company Transmission Standard Drawings
Company
Transmission
Materials
Standard
Specifications
Cross-Linked Polyethylene
Linear Medium Density Polyethylene
Linear Low Density Polyethylene
Sheath Voltage Limiter
Horizontal Directional Drilling
High Density Polyethylene
Polyvinyl Chloride
Scope of WORK and Technical Specifications
Right-Of-Way
International Electrotechnical Commission
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
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*** END OF SECTION ***
SECTION II -PROJECT INTERFACE
DESCRIPTION
2.01 GENERAL INTER FACE
This section describes the responsibilities and the works to be carried out by various
contractors at interface points.
WORK to be done by Substation Contractor (PTS-20WN1032):
a. Provide and install new GIS bays with cable connection enclosures at
<<<<NEW SUBSTATION>>>>.
1
2
3
NO.
A.
REVISIONS
DEPT.:
b. Provide and install, cable trays, cable support structures, clamps, grounding
materials (for cable support structures and cable tray) at the HV Switchgear of
the New Substations.
E&DD
c. Coordinate all WORK and construction interface activities with all other
CONTRACTOR/Agencies and COMPANY as necessary for successful
completion of all interface activities by other agencies.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
d. Provide direct buried PVC conduits for the HV & MV outgoing feeder cables up
to 1500mm outside the new substation boundary wall. Each duct shall contain
pull wire rope and both ends shall be capped or plugged with duct sealing units.
e. Provide/construct direct buried PVC conduits for communication cable from
communication/NG room up to a point outside <<<<NEW SUBSTATION>>>>
boundary wall without passing through substation basement with necessary
handhole system for the proposed U/G NMFOC.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
B.
WORK to be done by UGTL CONTRACTOR (PTS-20WC1033):
a.
Survey the route of all utilities and other obstacles inside new and source
substations for construction purpose. Upon completion of route survey, the
CONTRACTOR shall submit 110KV and fiber optic cable routing arrangement
details (plan and sections) inside the new and source substations for COMPANY
review.
b.
Testing and commissioning of 110KV XLPE cables.
c.
Provide and install non-metallic fiber optic cables in PVC ducts/sub ducts from
the handholes outside the source and new substations boundary up to the
location of the communication equipment in the communication rooms. Provide
an extra 25 meter length of cable at end securely looped inside communication
rooms. Provide and install 32mm diameter flexible sub ducts inside handhole
and inside communication room for the installation of U/G NFOC.
d.
Provide
impedance
CONTRACTOR.
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
measurements
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
to
the
COMPANY/Substation
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CHK’D
e.
f.
DESCRIPTION
g.
Coordinate all WORK and construction interface activities with all other
CONTRACTOR/Agencies and COMPANY as necessary for successful
completion of all interface activities by other agencies.
Provide, install, splice, terminate and test all new HV cables.
Provide and install, cable trays, cable support structures, clamps, grounding
materials (for cable support structures and cable tray) at the HV Switchgear of
the Source Substations.
1
2
3
NO.
2.02 INTERFACE WORK
The successful CONTRACTOR shall be expected to exchange the necessary
engineering details at all points of interface with other parties and provide the
interface components.
REVISIONS
DEPT.:
E&DD
*** END OF SECTION ***
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
SECTION III - BASIC REQUIREMENTS AND GUIDELINES
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
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CHK’D
3.01 GENERAL CONDITIONS
1
2
3
NO.
DESCRIPTION
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.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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 does not conform
to specifications or is not acceptable to COMPANY based on past operating
experience / any other reason, the CONTRACTOR shall propose alternative
equipment for review and acceptance by COMPANY. However, in case of a 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,
he 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.
C. 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 and design firms
or shall get pre-qualified before the CONTRACT Award for carrying out any
engineering and design WORK for this PROJECT. The CONTRACTOR shall submit
to the COMPANY the proposed engineering and design consultant for review and
approval.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
C. The drawings enclosed with this Scope of work and Technical Specifications are
conceptual and for the information of the CONTRACTOR only. The CONTRACTOR
should read these drawings in conjunction with this Scope of work and Technical
Specifications.
The successful CONTRACTOR shall develop detailed design
drawings for construction purposes.
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 is not
available, then the CONTRACTOR should be responsible for the independent
development of the information required to complete the PROJECT specified.
E. The specification of equipment and materials specified herein are to be considered
as the minimum requirements, and the CONTRACTOR shall carry out his own basic
and detailed design necessary for his 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.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
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NATIONAL GRID SA
F.
The submission of final detail drawings shall be progressive and phased out to give
sufficient review time to COMPANY.
1
2
3
NO.
DESCRIPTION
G. COMPANY'S acceptance or approval of the CONTRACTOR'S design and material
does not 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. All WORK, including services for the test and inspections required by the COMPANY
and demonstrations at site, if any, for familiarization of operation, maintenance &
commissioning of new type of switchgear, relays, meters, etc. to the COMPANY
personnel by the manufacturer’s representative shall be arranged/done by the
CONTRACTOR.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
The CONTRACTOR shall submit for COMPANY review and approval, the
demonstration package proposed by him giving the detail/list of equipment and
devices that will be demonstrated.
I.
The CONTRACTOR’S organizational chart shall be prepared as specified in
Instruction to Bidders for Technical Proposal.
J.
The CONTRACTOR shall obtain COMPANY approval for all equipment/materials
prior to supply/fabrication/installation.
11 / 02 / 2021
APPROVED
K. All necessary tests on spare parts for protection system equipment shall be done at
PROJECT WORK SITE in the presence of COMPANY'S REPRESENTATIVES. Also,
operational spare parts supplied by the CONTRACTOR for protection system
equipment shall be ensured that they are identical to those installed under this
PROJECT prior to delivery to COMPANY'S warehouses.
3.02 KICK-OFF MEETING
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
A. A Kick-Off Meeting will be held in COMPANY Headquarters shortly after 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.
B. A separate design Kick-Off Meeting will be held in COMPANY Headquarter between
the COMPANY and the CONTRACTOR along with his approved engineering and
design staff to stream line the design- related activities, expedite the design approval
and hence, help commence the project site activities in a timely manner.
00 / 00 / 0000
3.03 BASE DESIGN PHASE
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
A. The base design phase of the PROJECT is a 10-12 week period of preliminary
engineering following the kick-off meeting. The purpose of the base design phase is
to completely define the PROJECT in enough details to ensure the COMPANY that
all requirements are being met. 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 design flaws observed during detailed
design review are noted and mandate change.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
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DESCRIPTION
Coordination meetings will be conducted with the CONTRACTOR's Design team on
regular basis until the design is complete. Base design shall include drawings
required to define the project. Additional drawings if provided will not be reviewed
during the base design phase.
B. The CONTRACTOR shall submit minimum eight (8) sets of the base design
document at least four (4) weeks ahead of the base design review meeting which
shall include, but not limited to the following:
Major Materials Purchase Requisitions (Preliminary)
Design Calculations, Design Drawings and other documents per Tables 3.01 &
3.02 of Section 3.05.
1
2
3
NO.
1.
2.
REVISIONS
DEPT.:
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.
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
3.04 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
Engineer in each field of specification shall attend the presentation meeting. During
this meeting, the COMPANY's comments on the base design package will be
reviewed and discussed in detail to finalize the base design for the PROJECT.
Minutes of the meeting shall be prepared by the CONTRACTOR and concurred by
the COMPANY REPRESENTATIVE.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
3.05 PROJECT DRAWINGS
A.
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-01).
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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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.
SOW/TS FOR << Installation of 110kV UGC for
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APP’D
NATIONAL GRID SA
4. Contractor shall be responsible for development of relevant documents (design
calculations, design drawings etc.) for all discipline (design/as-built) for the source
substation and all remote end substations.
6. The drawing to be submitted by the CONTRACTOR shall be of the following
standard sizes in accordance with SEEDS-II revision-01.
1
2
3
NO.
DESCRIPTION
5. 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.
REVISIONS
DEPT.:
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.)
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
B.
Revision of Existing Drawings/Drawing Control Sheets
1. All existing drawings including common drawings affected by this PROJECT shall
be revised and submitted for COMPANY review as part of CONTRACTOR'S
design submittals. The drawings in general shall be computer drafted Micro
Station V8i or above version software in accordance with SEEDS-II revision-01.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
2. 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.
3. 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.
4. 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,
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CHK’D
the sheet will be submitted in duplicate, one marked as existing and the other
marked as ' modified'.
1
2
3
NO.
DESCRIPTION
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 ………).
REVISIONS
5. 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.
[Select/Modify as applicable]
6. SCADA Drawing Requirements
DEPT.:
E&DD
a.
The CONTRACTOR is responsible for obtaining all necessary SCADA
information (such as existing SCADA drawing packages and Handover
Book Sheets) from the COMPANY.
b.
The CONTRACTOR shall produce new and/or revise the COMPANY
standard size (28 x 20) SCADA drawings and Handover Book Sheets
(8½” x 11”) and submit to the COMPANY for review and approval, prior to
field installation of the RTU:
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
i.
APPROVED
BY:
•
APP
DATE:
SCADA Function Diagram
This is a simplified one-line diagram for the station showing each
piece of equipment connected to the SCADA system. Details of this
drawing include the following:
22 / 02 / 2021
•
•
CERTIFIED
•
BY:
CER
DATE
•
•
•
00 / 00 / 0000
COMPANY assigned tags/labels to transmission lines, breakers,
and transformers.
CT and VT ratios, transducer specifications and wiring
configuration. Information supplied should be complete to
enable calculation of scale factors.
SCADA functions at each device defined by COMPANY
standard symbols.
Transformer data such as rated capacity and number of tap
positions.
Transmission line parameters such as impedance, length, etc.
SCADA point list table.
Legend of COMPANY standard symbol used.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
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DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
ii.
Handover Book Sheets
1. Input and Output Points List
DESCRIPTION
This list shall consist of all SCADA points that are grouped
according to type (i.e. Analog, Status, Control, etc.). Typical
fields are Absolute Point Number, Relative Point Number, Point
Description, Scale Factor, Closed Contact State Description,
and IFC Point Marking.
This sheet is a summary of the number, type, and address of
configured input/output controllers, RTU address, point group
address, communication and loopback setting information.
1
2
3
NO.
2. RTU Configuration of RTU Map Sheet
REVISIONS
DEPT.:
PREP. BY: NAME SAMI
DATE:
APPROVED
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
Sample drawings and Handover Book Sheets are available from the
COMPANY upon request.
d.
The CONTRACTOR shall submit copies of the Handover Book Sheets in
Microsoft Excel format stored in CDs and USBs.
e.
The CONTRACTOR shall provide complete sets of Vendor drawings and
documentation of the RTU and all of its associated equipment, consisting
of, but not limited to Operation and Maintenance Manuals, and Schematic
Diagrams.
11 / 02 / 2021
C.
BY:
c.
E&DD
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 revision01).
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.
CER
DATE
00 / 00 / 0000
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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
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CHK’D
D.
Base Design Drawings
The CONTRACTOR shall submit base design drawings to the COMPANY with his
Base Design Package per Section 3.05.
DESCRIPTION
The CONTRACTOR shall submit typical samples for design drawings and each
equipment vendor drawings in CD or USB flash drives along with based design
package for COMPANY review and check of drawings' conformance to the
requirements of SEEDS-II.01.
1
2
3
NO.
E.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
Final Detail Design/Construction Drawings
The CONTRACTOR shall submit point wise compliance statement to COMPANY’s
comments and shall obtain approval for all final detail design drawings after
incorporating COMPANY comments.
After receiving the approval, the
CONTRACTOR shall submit to the COMPANY eight (8) complete sets of all
interconnected drawings issued for construction in one (1) submittal. Soft copy of
approved IFC drawings shall also be provided on CD (4 nos.) in PDF format, in
addition to the required number of hard copies or USB flash drives. These drawings
shall be submitted to the COMPANY to be stamped as “Noted By” before they are
stamped and issued to the CONTRACTOR's construction team as “Issued for
Construction”, but in no case less than fourteen (14) days prior to the start of
construction or testing and commissioning activity.
No WORK shall be started at site unless all interconnected 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.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
A composite list of drawings the CONTRACTOR shall provide as a minimum for this
PROJECT is given in Section 3.05.
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.
CONTRACTOR shall prepare and submit separate drawing control sheets and
separate drawings (different numbers from other substations) for all the substations
involved in the project.
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
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APP’D
NATIONAL GRID SA
CHK’D
F.
As-Built Drawings
1
2
3
NO.
DESCRIPTION
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.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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.01. Updating of existing "as-built" drawings
will not be accepted.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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, 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 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 3.02 as
applicable, as a minimum. As-built package not complying with this requirement
shall be liable for REJECTION.
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CHK’D
6. The CONTRACTOR is responsible to fill-in the entire Engineering
Drawings/Documents Data as per SEEDS-II.01 guidelines and returns to
ESD/Transmission Documents Division for necessary documentation.
1
2
3
NO.
DESCRIPTION
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
or USB flash drives shall be submitted to the COMPANY for records.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
G. GEOGRAPHIC INFORMATION SYSTEM (GIS) PROJECTS DRAWINGS PORTION
REQUIREMENTS
1. General
The CONTRACTOR shall provide all drawings required for the Geographic
Information System portion of this PROJECT covering all the Transmission and
associated facilities involved in accordance with the requirements of the
COMPANY Engineering Drawing Preparation Standards (SEEDS-III Rev.00).
The existing Geographic Information System drawings of the source substation
are generally available with the COMPANY in digital format. Copies of existing
available Geographic Information System drawings shall be provided on
CONTRACTOR’S written request form (Appendix-GIS004).
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
The Geographic Information System 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 drawings shall be prepared in ArcGIS (V10 or
latest version with appropriate UTM coordinate system, datum WGS1984) ONLY.
For more information, contact National Grid SA, Engineering Services
Department/Geographical Information System Division.
2. Vendor Drawings and Documents (GIS Portion)
Vendor drawings are manufacturer’s 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-III revision-00.
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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
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CHK’D
3. As-Built Drawings (GIS Portion)
As the PROJECT nears completion, As-built drawings for the Geographic System
portion shall be prepared by the CONTRACTOR.
As-built drawings for the Geographic Information System portion shall be
submitted to the COMPANY for review as to adequacy, legibility and conforming
to SEEDS-III revision-00. If returned, the CONTRACTOR shall make corrections,
provide additional data and improve the quality as instructed prior to re-submittal
and COMPANY acceptance.
1
2
3
NO.
DESCRIPTION
The CONTRACTOR is responsible to fill-in the required attributes of the
Transmission features used in the Geographic Information System portion of the
PROJECT as per SEEDS-III revision-00.
REVISIONS
DEPT.:
The revised As-built drawings for the Geographic Information System portion shall
be resubmitted within four (4) weeks after commissioning. Digital format shall be
submitted to the COMPANY for records.
E&DD
PREP. BY: NAME SAMI
3.06 PROGRESS REPORTING
DATE:
11 / 02 / 2021
APPROVED
BY:
A. The CONTRACTOR shall submit Bi-Weekly PROJECT Progress Reports, in
COMPANY-approved formats (soft and hard copy) for the PROJECT to the
responsible COMPANY REPRESENTATIVE. Soft copy of progress reports shall be
submitted along with hard copy. For this purpose, the total WORK shall be divided
into:
1.
Engineering and Design.
2.
Procurement/Manufacture/Fabrication Inspection and Delivery of Materials/
Equipment.
3.
Construction and Installation.
4.
Testing and Commissioning.
APP
DATE:
22 / 02 / 2021
B. The following information shall be included in the Progress Reports:
1.
CERTIFIED
BY:
CER
DATE
2.
3.
4.
5.
00 / 00 / 0000
6.
Percent of WORK completed as compared to the weighted schedule used to
assess WORK progress.
Statement of items worked on and/or completed during the period.
Statement of items to be worked on and/or completed during the following
period.
Problem areas which can have an adverse effect on the schedule.
Safety statistics, safety evaluation report and minutes of construction safety
meeting and progress meeting.
Manpower and equipment availability against the schedule requirement.
C. The CONTRACTOR shall carry out PROJECT planning/scheduling by using MS
PROJECT computer software or other COMPANY approved software. All PROJECT
schedules shall be submitted hard copies and soft copies in CD-ROM and USB.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
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DESCRIPTION
CHK’D
D. 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.
1
2
3
NO.
In addition, a Weekly Construction Safety Meeting shall be conducted by the
CONTRACTOR's Safety Supervisor or PROJECT Engineer.
REVISIONS
3.07 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
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 material/equipment per
section 2.07.C.
B. PROJECT Quality Plan/Quality Program
BY:
APP
DATE:
22 / 02 / 2021
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
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:
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
a.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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.
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CHK’D
b.
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 one level higher than the 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.
1
3
2
DESCRIPTION
NO.
Detailed PROJECT organizational chart and specific allocations of
responsibilities and authorities during the different phases of the
PROJECT.
REVISIONS
DEPT.:
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.
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
c.
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.
APPROVED
BY:
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, Protective Coatings, HVAC materials and equipment,
electrical materials, plumbing materials, architectural and finishing
materials and formwork materials.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
d.
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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.
CER
DATE
Procurement Control
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APP’D
NATIONAL GRID SA
CHK’D
iii.
iv.
Safety, performance or reliability of an item is questionable due to
non-conformance.
Verification of corrective action implementation.
DESCRIPTION
Personnel conducting the quality surveillance shall be independent of
those having direct responsibility for the specific activities or areas being
evaluated or assessed.
REVISIONS
DEPT.:
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.
E&DD
PREP. BY: NAME SAMI
DATE:
Under this clause, the following definitions apply:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
f.
BY:
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.
1
2
3
NO.
e.
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
9000:2015).
ii.
Rework - Action taken on a non-conforming product so that it will
fulfill the specified requirement (ISO 9000:2015).
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 nonconforming 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 noncompliances.
Corrective Action
CER
DATE
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.
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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APP’D
NATIONAL GRID SA
CHK’D
g.
Quality Records
DESCRIPTION
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.
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 presented to COMPANY REPRESENTATIVE, prior to
commencement of related jobs.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
i.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
j.
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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.
CER
DATE
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 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, etc.
APPROVED
BY:
Control of Inspection, Measuring and Testing Equipment
1
2
3
NO.
h.
k.
Control of interface and interaction between the COMPANY and
CONTRACTOR and between the CONTRACTOR and its SUBCONTRACTORS,
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.
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APP’D
NATIONAL GRID SA
Design Control
a.
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).
1
2
3
NO.
DESCRIPTION
CHK’D
4.
REVISIONS
DEPT.:
E&DD
5.
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
treatment, civil/concrete WORKS, etc. shall be defined. WORK instructions
and procedures shall be adhered to by the CONTRACTOR’s personnel.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
Field Testing/Inspection and Construction/Installation Control
00 / 00 / 0000
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 nonconformance shall 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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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APP’D
NATIONAL GRID SA
CHK’D
C. Quality Control Plan/Inspection and Test Plan
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
The CONTRACTOR shall submit to the COMPANY the Quality Control
Plan/Inspection and Test Plan for each major equipment/material covered
under the scope of this PROJECT only; based on the following Transmission
Equipment/Materials, which requires factory inspection witnessed by Third
Party Inspectors and/or SEC/National Grid SA:
 Switches (Air Break Disconnect Switch, Grounding Switches, Circuit
Switcher)
 LV Panels (LV Relay & Control Panel, Main AC & DC Distributions Boards)
 Switchgears (MV Air/SF6 Metal-clad Switchgears, HV & EHV GIS, Ring Main
Units)
 Circuit Breakers (SF6, Vacuum, Dead Tank & Live Tank)
 Supervising Equipment (Remote Terminal Unit, TFR, SOE, PSE,
Annunciator Systems, CCVTs 69kV thru 380kV)
 Series & Shunt Capacitor Banks
 Batteries/Battery Chargers/Un-interrupted Power Supplies (all types)
 Free-standing Current & Potential Transformers (all voltage levels)
 Grounding Transformers (all sizes and voltage levels)
 Neutral Grounding Resistors
 Pad-Mounted Station Service Transformers (all sizes and voltage levels)
 Power Transformers (all sizes and voltage levels)
 Oil-Immersed Shunt Reactors (all sizes and voltage levels)
 Air-Core Series Reactors (all sizes and voltage levels)
 Air-Conditioning Equipment and HVAC Control Panel
 HV Bushings (Indoor/Outdoor type)
 Fire Alarm Control Panel, Fire Suppression System Control Panel
 Overhead Line Conductors (all types)
 Overhead Ground Wires (includes OPGW also)
 Transmission Line Structures (includes Substation Gantries, Wood Poles,
Substation Steel Structures, Tubular Tapered Pole, Lattice Steel Structures)
 Insulators all types used in COMPANY system (includes Station Post also)
 Line Hardware and Fittings (includes Suspension Clamps, Vibration
Dampers and Spacer Dampers also)
 Conductor Accessories (includes Compression Joints, Repair Sleeves,
Compression Dead-end and Jumper Terminals also)
 LV, MV and HV Power Cables (all voltages and types)
 Control & Instrumentation Cables (all types)
 Splice and Termination Kits for all MV and HV Power Cables
 Grounding Conductor
 Grounding Rods
 NMFOC, Pilot Cables and Termination Equipment
 FOC Terminal Equipment
 Link Boxes for Sheath Grounding of U/G Power Cable
 Surge Arresters
 Sheath Voltage Limiter (SVL)
 Spherical Markers and Warning Lights
 SAS equipment
1
2
3
NO.
DESCRIPTION
1.
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APP’D
NATIONAL GRID SA
DESCRIPTION
CHK’D
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. The Quality Control
Plan/Inspection and Test Plan shall follow exactly the General Instructions
written in the Inspection and Test Plan.
1
2
3
NO.
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.
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.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
3.
BY:
The Quality Control Plan/Inspection and Test Plan shall indicate the scheduled
dates of testing and inspection at the designated location.
APP
DATE:
4. Factory inspection & testing of major equipment/materials (i.e. XXXKV
Power Cables) involved in the PROJECT, the CONTRACTOR shall arrange
traveling requirements for four (4) COMPANY Personnel for witnessing the
field or laboratory testing, per the requirements of section 3.16. The
CONTRACTOR shall submit a schedule for factory inspection of major
equipment/materials along with base design package for COMPANY review.
22 / 02 / 2021
CERTIFIED
BY:
5. Standards Inspection and Test Plan available for FAT in the COMPANY
webpage shall be followed after COMPANY Approval for all applicable
equipment inspection and testing as specified below:
CER
DATE
00 / 00 / 0000



THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.


Manufacturer’s compliance shall be indicated in front of each test.
Approved Data Schedule & final drawings for the equipment /
Material shall be attached.
Test Procedure & Day-to-day activity schedule shall be attached for
approval.
The ITP must be duly signed and stamped by manufacturer's
authorized personnel.
This document is valid for testing after COMPANY concerned
department approval.
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APP’D
NATIONAL GRID SA
1
2
3
NO.
DESCRIPTION
CHK’D
D. Manufacturers/Suppliers
1.
CONTRACTOR shall procure all major equipment/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.
4.
CONTRACTOR shall furnish copies of all un-priced purchase orders for
COMPANY’s reference & records.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
E.
Quality Assurance and Quality Control Services CONTRACTOR(s) [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. Soft copy of these singed reports in CD and USB shall also
be furnished and submitted for COMPANY records. 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.
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 COMPANY 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:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
a.
PROJECT title, CONTRACT number.
b.
Complete description of the inspected material/equipment.
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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 and signature of the inspector(s).
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
6.
PREP. BY: NAME SAMI
DATE:
BY:
DATE:
11 / 02 / 2021
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.
APPROVED
d.
Manufacturer’s Technical Specifications and COMPANY approved design
drawings.
APP
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.
22 / 02 / 2021
CERTIFIED
BY:
7.
CONTRACTOR shall send to the COMPANY, copy(ies) of all technical
correspondence exchanged between CONTRACTOR and “Quality Assurance
and Quality Control Services CONTRACTOR”.
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. Third Party
Inspectors who are approved to attend Inspection Activities during FAT can be
found through COMPANY webpage.
CER
DATE
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:
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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APP’D
NATIONAL GRID SA
CHK’D
9.
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.”
3.
CONTRACTOR shall ensure that the independent third party inspection agency
shall attach the Original Release for Shipment certificate with the inspection
reports delivered to COMPANY.
1
2
3
NO.
DESCRIPTION
F.
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.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
G. Receipt Inspection
APPROVED
BY:
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 shall promptly report to the COMPANY any shipment and
transportation damage.
APP
DATE:
22 / 02 / 2021
H. Independent Testing Laboratory
CERTIFIED
BY:
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 & a soft copy on CD and
USB directly to COMPANY REPRESENTATIVE within three (3) days of the test
completion. Test reports shall indicate the tested characteristics, test methods,
acceptance criteria and 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.
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
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DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
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.
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.
1
2
3
NO.
I.
5.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
J. COMPANY’s Quality Assessment (Audit) Right
1.
CERTIFIED
BY:
CONTRACTOR shall provide all access and assistance in a timely manner to
COMPANY personnel who will perform the quality assessment (audit).
CER
DATE
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.
00 / 00 / 0000
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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
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APP’D
NATIONAL GRID SA
1
2
3
NO.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
3.08 COMMISSIONING, OPERATION AND MAINTENANCE MANUALS
A. The CONTRACTOR shall submit to the COMPANY Commissioning, Operation and
Maintenance Manuals, along with Pre-commissioning and Procedures Manuals,
consisting of, as a minimum, the following documents:
1.
Detailed manufacturer's instruction manuals applicable to each equipment
installed. These manuals shall contain all information (including any special
design and/or construction or operation feature) which may be required by the
COMPANY for safe operation and maintenance of the new facilities and shall
describe fully erection, commissioning, operation and maintenance procedures
including mechanical/ electrical tolerances for maintenance/repair purposes
(soft copy as well as hard copy).
2.
Manufacturer's instruction manuals applicable to each particular test apparatus
(soft copy as well as hard copy).
3.
Complete sets of exploded view drawings with comprehensive parts
identification for each device to enable the COMPANY to catalogue and order.
4.
Interconnection and Schematic Diagrams.
5.
Setting and Calibration Procedures and Instructions.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
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 nonmaterial requirement that shall be shipped to COMPANY as a document
package”.
DESCRIPTION
CHK’D
2.
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
B. The submission schedule for commissioning, operation and maintenance manuals as
detailed in (A) above, shall be as given below:
1.
Six (6) sets for preliminary review by COMPANY as to adequacy,
completeness, and legibility at least eight (8) weeks before commencing
commissioning tests.
2.
Four (4) complete sets of fully revised manuals original (original hard copy and
original soft copy in CD and USB format and no photocopies) incorporating the
COMPANY's comments to the full satisfaction of the COMPANY before
technical completion of the PROJECT.
For Communication equipment requirements, refer to Appendix - VI.
3.
JOB ORDER NO.
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APP’D
NATIONAL GRID SA
CHK’D
3.09 TECHNICAL DATA MANUALS
DESCRIPTION
A. The CONTRACTOR shall provide technical data manuals for the substation
equipment, protection relays and underground cable system installed under the
scope of this PROJECT only as indicated in the attached Appendix - III.
The manuals binders shall have COMPANY logo, binder number and PROJECT title,
and CONTRACT Number on the front cover.
B. For Communication equipment requirements, refer to Appendix - VI.
1
2
3
NO.
3.10 TEST RECORD BOOK
REVISIONS
DEPT.:
E&DD
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
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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.
APPROVED
C. Four (4) copies of the "Test Record Book" are to be submitted within thirty (30) days
after completion of the site testing and commissioning activities.
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
3.11 PLANT TAGGING OF EQUIPMENT AND INDEPENDENT COMPONENTS
A. The CONTRACTOR shall affix Plant Tag to each and every individual equipment
including independent components to be installed under this CONTRACT which have
a material value of Five Thousand Saudi Riyals (SR 5,000), or more. The
CONTRACTOR shall install Plant Tags adjacent to the Manufacturer's Data Plate or
at any other place approved by the COMPANY REPRESENTATIVE.
The
CONTRACTOR shall affix Plant Tags by bolts and nuts, or rivets or welds, or
adhesives, as instructed in writing by the COMPANY REPRESENTATIVE, depending
on the type of equipment to be tagged. The CONTRACTOR shall complete Plant
Tagging before Technical completion.
B. At least sixty (60) days before completion of the installation of all equipment covered
under this CONTRACT, CONTRACTOR shall submit to COMPANY a list of all
equipment and independent components to be tagged, using the format of
COMPANY Form No. 16511 (2/10) Exhibit I to the PROJECT's SOW/TS. Based on
this list, COMPANY shall assign Plant Tag Number to each item and CONTRACTOR
shall install the Plant Tags in accordance with this list. COMPANY will, within one (1)
month from the date of receipt of the list, issue to CONTRACTOR the Plant Tags
together with the list showing assigned Plant Tag Numbers.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
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APP’D
NATIONAL GRID SA
CHK’D
C. The CONTRACTOR shall, if required, assist the COMPANY REPRESENTATIVE in
locating all equipment identified by Plant Tag Numbers in accordance with the list
provided by the CONTRACTOR.
DESCRIPTION
3.12 CONTRACTOR/COMPANY’S CONSTRUCTION SITE OFFICE AND FACILITY
1
2
3
NO.
A.
REVISIONS
DEPT.:
E&DD
The CONTRACTOR shall install a temporary site office, for exclusive use of
COMPANY, as specified out in clause 2.1.2.a of TCS-P-105 and details of
which included in the consolidated requirements listed below, prior to
mobilization of any construction activity pertaining to the PROJECT. Proposal
with layout sketch of the site office shall be submitted to COMPANY for
approval. If the facilities located outside the COMPANY property/premises a
written permission of the owner of the land/premises shall be obtained by the
CONTRACTOR and copy furnished to the COMPANY for records. The site
office is the property of the CONTRACTOR and shall be demobilized at the end
of the PROJECT in accordance with Section 2.12.I.
The temporary site office and facility shall be secured by chain link fence with
drive gate, personnel gate and guard house.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
The CONTRACTOR shall supply and maintain the temporary site offices for
COMPANY use including sanitary facilities, such as toilet and wash room. The
said site offices shall be of very good condition and with approx. floor area of
not less than 120 sq. m and shall consist of the following:
1.
2.
3.
APPROVED
BY:
4.
5.
Three (3) no. office rooms (dedicated to COMPANY personnel)
One (1) no. conference room and one (1) no. drawing/record room
Two (2) no. toilets, one eastern and the other western (dedicated to
COMPANY personnel)
One (1) kitchen.
Lobby and sitting area.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
The site office shall also have the following additional provisions:
1. Mosque.
2. Parking shelter for five (5) COMPANY vehicles.
Telephone, furniture, fire protection equipment, office equipment and supplies
including, but not limited to the following, shall be available at the site Office:
1.
Three (3) computers of the latest configuration (dedicated to COMPANY
offices)
2. One (1) separate telephone line
3 Telephone set for each office room including the conference room.
4. One (1) Fax Machine with separate telephone line
5. One (1) copying machine with printer sharing to above COMPANY offices.
6. Three (3) filing cabinets
7. Three (3) desks.
8. Three (3) drawing holders
9. Three (3) swivel Chairs.
10. Six (6) guest chairs.
11. One (1) conference Table and chairs for 12 persons
12. Furniture for sitting area.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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APP’D
NATIONAL GRID SA
DESCRIPTION
CHK’D
13.
14.
15.
16.
17.
18.
19.
20.
REVISIONS
DEPT.:
E&DD
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).
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
C.
The CONTRACTOR will be allowed to use the telephone only for making local
calls.
APP
DATE:
22 / 02 / 2021
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.
CERTIFIED
BY:
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 facility on remittance of telephone rental charges as per
COMPANY regulations. Telephone sets
and associated cabling shall be
installed by the CONTRACTOR.
APPROVED
BY:
Electricity 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.
1
2
3
NO.
B.
One (1) presentation board.
Log books and office stationary.
Portable fire extinguishers (of required quantity)
First-aid box.
Kitchen cabinets.
One refrigerator
Adequate number of Battery Operated Type Smoke Detectors
Provide
Bottled
Drinking
Water
daily
for
Company
Employees/Representative throughout the duration of the project.
CER
DATE
00 / 00 / 0000
E.
Drainage Connection
A 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.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
F.
Quality of Temporary WORK
Temporary WORK shall conform to applicable COMPANY Standards and/or the
requirement of concerned outside agencies and shall be removed from the
premises upon completion of the WORK, unless specifically mentioned
otherwise.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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APP’D
NATIONAL GRID SA
CHK’D
G. 5-Star Safety and Health Management System
DESCRIPTION
The CONTRACTOR shall adhere to all applicable provisions of the COMPANY
5-Star Safety and Health Management System Standard/Element no. 1.1, 1.2,
1.3, 1.4, 1.6, 1.7, 1.8, 1.9, 1.10, 2.1, 2.2, 2.3, 2.24, 3.1, 3.2, 3.5, 3.7, 3.8, 5.6,
5.9, 5.18 & 5.23.
H.
Housekeeping and Cleanliness
All rubbish and waste shall be removed at regular intervals from the site on daily
basis. During construction, all nearby equipment shall be secured by
CONTRACTOR to prevent the intrusion of the dust into these equipment.
1
2
3
NO.
The CONTRACTOR shall have special attention in housekeeping and
cleanliness as per applicable provisions of the COMPANY 5-Star Safety and
Health Management System Standard/Element no. 1.4, 1.8 & 1.9.
REVISIONS
DEPT.:
E&DD
I.
After obtaining the
CONTRACTOR shall
clearance certificates
PROJECT or fifteen
whichever is later.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
J.
APP
DATE:
22 / 02 / 2021
demobilization approval from the COMPANY, the
arrange to remove all temporary facilities and submit
from the concerned authorities on completion of the
(15) days after removal of the temporary facilities
Site Office Ownership
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.
APPROVED
BY:
Demobilization
3.13 LOSS PREVENTION AND SAFETY REQUIREMENTS
The CONTRACTOR and/or CONTRACTOR’S SUBCONTRACTOR(s) shall strictly
comply with the Loss Prevention and safety requirements, in addition to the
stipulations in Schedule A - General Terms and Conditions of CONTRACT:
CERTIFIED
A.
BY:
CER
DATE
General Requirements
1.
Adherence to all applicable provisions of the COMPANY 5-Star Safety and
Health Management System Standard/Element no. 2.2, 2.4, 2.5, 2.6, 2.9,
2.10, 2.13, 2.15, 2.16, 2.17, 2.18, 2.19, 2.21, 2.22, 2.23, 3.1, 3.2, 3.3, 3.4,
4.1, 4.2, 4.3, 4.4, 4.5, 4.7, 5.2, 5.6, 5.7, 5.16, 5.18, 5.18.3, 5.18.4, 5.19,
5.20, 5.21, 5.21.1, 5.22 & 5.23.
2.
Compliance with the provisions of the COMPANY 5-Star Safety and Health
Management System for the Instructions on WORK Permits
(Standard/Element no. 2.2, 5.21 & 5.21.1). 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
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
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APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
3.
Immediately upon the execution of the CONTRACT, CONTRACTOR shall
prepare and submit its safety and loss prevention program to COMPANY,
for COMPANY's approval. CONTRACTOR shall ensure full implementation
of the program in accordance with the SOW/TS. CONTRACTOR shall
appoint a safety supervisor to coordinate the program.
4.
Prior to approval of the program by COMPANY, the Contractor’s Safety
Engineer is required to conduct a safety presentation of the program to
COMPANY representatives. The presence of the Contractor’s Project
Manager is required during the safety presentation.
5.
The CONTRACTOR shall provide necessary personal protective clothing
(i.e. head, eye, face, hand, and foot protection) and respiratory protective
equipment including personal protective equipment for fall protection such
as safety belts and lifelines, and implement wearing them.
The CONTRACTOR shall provide and use adequate and suitable safety/
warning signs, cordon tapes, portable barricades, warning lights and
personnel protective equipment at the JOBSITE to protect the safety of
COMPANY and CONTRACTOR personnel and the public, and to prevent
damage to property.
1
2
3
NO.
DESCRIPTION
CHK’D
activities of the CONTRACTOR near or inside the substation shall be
allowed only after securing WORK Permit.
E&DD
6.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
7.
The CONTRACTOR shall provide first aid facilities and must have a certified
employee to administer first aid and Cardio-Pulmonary Resuscitation (CPR).
8.
The CONTRACTOR shall refrain from using mechanized excavation
equipment within restricted areas unless cleared and permitted to do so.
9.
The CONTRACTOR shall request in advance a clearance for de-energizing
the interfacing points and observe grounding procedures.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
10. The CONTRACTOR shall obtain from the COMPANY, ID cards for his
employees and stickers for his vehicles/equipment prior to mobilization to
site.
11. In order to prevent theft/loss of materials/equipment, the CONTRACTOR
shall take the necessary measures and precautions including but not limited
to the following:
CER
DATE
a.
All materials provided or used in this CONTRACT shall be stored by the
CONTRACTOR in safe and secured locations even if stored for 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 other 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.
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
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<< Madinah >>
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APP’D
NATIONAL GRID SA
CHK’D
c.
CONTRACTOR shall also consider other factors (i.e. temperature,
humidity, etc.) affecting the storage of materials/equipment being stored
in containers, to avoid any damage during such storage period.
DESCRIPTION
12. The CONTRACTOR shall depute COMPANY approved safety supervisor on
full time basis during entire PROJECT implementation period at site; to
monitor, coordinate, administer and ensure full implementation of the
program. Safety supervisor shall report directly to one level higher than the
PROJECT Manager.
PROJECT Involving Elevated WORKS
1.
All cranes, lifting and bucket truck to be used by CONTRACTOR for the
project shall have a valid Load Test Certificate and Sticker issued by an
accredited Independent Testing Agency.
2.
The CONTRACTOR’s ladders shall conform to OSHA (Occupational Safety
and Health Administration) standard. Safety practices shall be followed in
positioning ladders. Scaffolds shall be designed, built and inspected by a
competent engineer prior to its use.
1
2
3
NO.
B.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
C.
D.
22 / 02 / 2021
CERTIFIED
BY:
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).
PROJECT Near Energized Lines or Equipment
Observe working clearances when working near or about energized line or
equipment as per COMPANY’s Accident Prevention Manual.
APP
DATE:
PROJECT Involving Welding and Cutting Operations
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.
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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PLANT NO.
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APP’D
NATIONAL GRID SA
CHK’D
3.14 SHUTDOWN / OUTAGE COORDINATION
DESCRIPTION
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 his PROJECT execution.
1
2
3
NO.
Where outages of existing equipment cannot be avoided, CONTRACTOR shall
coordinate all details of planned outages through the COMPANY REPRESENTATIVE
with initial coordination occurring during the base design stage of the PROJECT.
Overall detailed outage schedule indicating individual equipment and duration should
be submitted in detail design stage of the PROJECT
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
As 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 COMPANY’s review and approval.
Prior to erection/installation of equipment and structures or any work which requires
shutdown of transmission/distribution feeders or substation, CONTRACTOR shall
closely coordinate with COMPANY. All outages shall be scheduled at least four (4)
weeks in advance.
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
(beginning of November to start of April), and when CONTRACTOR provides enough
manpower and equipment at the outage site(s) to minimize the planned outage time.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
Any modification or erection of equipment/structures shall be planned with minimum
downtime as much as possible.
No unplanned outages/disruptions 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.
For Communication equipment outage and outage coordination requirements, refer
to Appendix - VI.
3.15 WORKING HOURS
BY:
CER
DATE
00 / 00 / 0000
During the construction phase of the PROJECT, the CONTRACTOR shall work
during the normal working hours of the COMPANY, i.e. 7:00 AM to 3:00 PM unless
otherwise instructed by the COMPANY. However, for the WORK requiring outages,
the CONTRACTOR shall be prepared to work during low load season on weekends
or at nights, when outages are feasible. The CONTRACTOR shall coordinate with the
COMPANY to get work permit before commencing the job.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
3.16 TRAVELING REQUIREMENTS
DESCRIPTION
The CONTRACTOR shall provide round trip transportation/airfare, accommodations
and food for the selected COMPANY personnel, that will participate in the different
activities as indicated on the relevant sections of this SOW/TS, based on the
following minimum requirements:
1
2
3
NO.
1. For the airfare transportation requirements, CONTRACTOR shall provide IATA
(International Air Transport Association) standard business class round-trip airfare
tickets from international Airport in Saudi Arabia to the activities locations.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
2. For the ground transportation requirements, to/from activities locations to
hotels/airports/restaurants which participants will be utilizing as well as for ground
transportation from participants homes locations to Airports, the CONTRACTOR
shall provide ground transportation through use of established and reputable
taxi/limousine services for these COMPANY personnel.
3. For accommodations portion, CONTRACTOR shall provide accommodations for
the COMPANY selected participants in either five star, or four star hotels near the
activities locations. Also, each COMPANY participant shall be provided with both
breakfast and dinner (“buffet” style) for the entire duration of the hotel stay. For
food requirements at the activities locations, CONTRACTOR shall provide a
“buffet” style lunch either at activities locations/facilities, or at a hotel/restaurant
near the activities locations for each of the COMPANY participants. Also,
international phone calls (within 20 minutes/day), laundry services, water & juices
shall be provided for COMPANY Personnel.
4.
APPROVED
BY:
Additionally, the CONTRACTOR shall be responsible for obtaining the necessary
entrance VISA to the country (or countries) of the activities, locations and the
CONTRACTOR shall pay the required entrance VISA and VISA application fees
for each COMPANY participant.
APP
DATE:
22 / 02 / 2021
3.17 INSTRUCTIONS FOR TECHNICAL PROPOSAL
The CONTRACTOR/BIDDER shall prepare and submit Technical Proposal as per
“Instructions to Bidders for Technical Proposal” ITB.
CERTIFIED
BY:
CER
DATE
3.18 TECHNICALLY ACCEPTABLE MANUFACTURERS AND MANUFACTURING
PLANTS
00 / 00 / 0000
The CONTRACTOR/BIDDER shall propose only equipment/materials from the
SEC/National Grid SA "List of Technically Acceptable Manufacturers and
Manufacturer Plants".
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
3.19 TRANSPORTATION ( as per requirement )
1
2
3
NO.
DESCRIPTION
CONTRACTOR shall supply One (1) unit of brand new (Zero meter) vehicle for the
exclusive use of COMPANY engineers within two (2) weeks from CONTRACT signing
date. The cost of O&M of this vehicle shall be borne by the CONTRACTOR at no
additional cost to COMPANY for a period that shall start from the date of handing
over to and acceptance by COMPANY of the vehicle up to the issuance of Final
Acceptance of the CONTRACT.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
O&M cost of the vehicles shall include but not limited to;
 The registration cost
 Comprehensive insurance
 Periodic and annual maintenance cost
 Accidental repairs
 The fuel & running charges
During the absence of vehicle for any reason, the CONTRACTOR shall provide
substitute vehicle for that period with same specifications.
The vehicle to be supplied shall be returned to the CONTRACTOR after successful
completion of Bid Package CONTRACT/s.
The minimum specifications of vehicle shall be:
Sr.
#
1
Item
Model Year
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
2
Engine
3
4
5
6
7
8
9
10
Transmission
Color
Seats
Air Conditioner
Steering
Audio System
Air Bags
Brake System
11
Tires
12
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
13
14
15
16
Ground
Clearance
Miscellaneous
Safety Tools
Wheel base:
Window
Specifications
Latest Year Model
6-Cylinder, Minimum 3.5L, Fuel Injection;
4x4WD, 5 Door, Gasoline vehicles (Jeeps) of compact
size either from Japanese or American Manufacturers
only
Automatic
Submit Available Colors for Company Approval
5 Passengers Including Driver
Hot & Cold
Power
Radio
Driver & Front Passenger
W/ ABS
On/Off or All-Terrain, Temperature Rated “A” & Full Size
Spare Tire & Rim
Minimum 210MM
Manufacturer Standard Towing Hooks
Fire Extinguisher & Safety Triangle
97.6 in
Window glasses shall be insulated (Shading)
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
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CHK’D
APP’D
NATIONAL GRID SA
3.20 Oracle Primavera Portfolio Management Solution Implementation
DESCRIPTION
The COMPANY has launched the process of digital transformation by implementing
Oracle Primavera Portfolio Management (OPPM) solution. This solution will be used
for process interface between the COMPANY and CONTRACTOR for about 30
business process.
In order to implement this solution, the following minimum software and hardware
requirements shall be available at CONTRACTOR side for accessing Primavera
applications for optimal performance:
1
2
3
NO.
Software Requirement
Oracle Primavera Unifier Release v17.7 (17.7) Tested Configurations
Client and Browser Information
This document covers the tested configurations for Primavera Unifier
REVISIONS
DEPT.:
E&DD
Version
Supported
Client OS /
Email Clients
Client
OS
32/64 bit
Supported Browsers
JRE Vendor
Version
Exceptions and
Additional Information
Unifier 17.7.0.0
PREP. BY: NAME SAMI
DATE:
APPROVED
BY:
APP
DATE:
17.7
Windows 10
64 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Microsoft Edge 20+
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Windows 8.1
Windows 7
(SP1)
64 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Windows 10
(Windows
Surface Pro)
64 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Microsoft Edge 20+
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Windows 8.1
(Windows
Surface Pro)
64 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Windows 10
32 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Microsoft Edge 20+
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Windows 8.1
Windows 7
(SP1)
32 bit
Internet Explorer 11.x
Firefox 52.1.x (ESR) +
Chrome 58.x +
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
Mac OS X
10.12 (Sierra)
64 bit
Safari 10.0.x +
Firefox 52.1.x (ESR) +
Chrome 58.x +
Oracle JRE:
1.8.0_131
JRE is used for Markups
17.7
iOS 9.x
(iPad and
iPhone)
iOS 10.x
(iPad and
iPhone)
n/a
n/a
n/a
n/a
n/a
n/a
1. Supported for only
Unifier Mobile Native
iOS App
1. Supported for only
Unifier Mobile Native
iOS App
11 / 02 / 2021
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
17.7
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
Oracle Primavera Portfolio Management Release 16.1.2.0 Tested Configurations - Client and Browser
Information
This document covers the tested configurations for Oracle Primavera Portfolio Management.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
Client OS
Client OS
32/64 bit
Supported Browsers
OPPM
16.1.2.0
Windows 7
(SP1+)
64 bit
Chrome 57.x
Internet Explorer 11.x
OPPM
16.1.2.0
Windows 7
(SP1+)
32 bit
Chrome 57.x
Internet Explorer 11.x
OPPM
16.1.2.0
Windows
8.1
64 bit
Chrome 57.x
Internet Explorer 11.x
OPPM
16.1.2.0
Windows
8.1
32 bit
Chrome 57.x
Internet Explorer 11.x
OPPM
16.1.2.0
Windows
10
64 bit
Chrome 57.x
Internet Explorer 11.x
Microsoft Edge
OPPM
16.1.2.0
Windows
10
32 bit
Chrome 57.x
Internet Explorer 11.x
Microsoft Edge
OPPM
16.1.2.0
Mac OS X
10.11 (El
Capitan)
64 bit
Safari 10.0.x
Chrome 57.x
OPPM
16.1.2.0
Windows
Surface
64 bit
Exceptions and Additional
Information
Minimum client
• Pentium 4, 1GHz or higher
• 1 GB RAM or higher as
required by client OS
1
2
3
NO.
DESCRIPTION
Client and Browser Support
Version
Supported
11 / 02 / 2021
-
Internet Explorer 11.x
Microsoft Edge
Chrome 57.x
-
Oracle Fusion Middleware 12c (12.2.1.2.0+) Certification Matrix BROWSER
APPROVED
BY:
Product
Offering
Release
Browser
Vendor
Browser
Version
ALL
FMW
12.2.1.2.
0+
Microsoft
Edge
25.x
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
JREVEND
OR
Applicable
to Oracle
Forms,
WebCenter
Content
Product
Line and
EDQ
Oracle JRE
JREVERSI
ON
Applicable
to Oracle
Forms and
EDQ
JREVERSION
Applicable to
WebCenter
Content
Product Line
Exceptions and
Additional
Information
1.7.0_99+
1.8.0_101+
1.8.0_101+
1. Oracle Forms
can only be used
with Microsoft
Edge when using
Java Web Start.
CER
DATE
00 / 00 / 0000
ALL
FMW
12.2.1.2.
0+
Microsoft
Internet
Explorer
11.*
Oracle JRE
1.7.0_99+
1.8.0_101+
1.8.0_101+
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
2. Oracle BI
Publisher not
Supported.
Browser support is
no longer based on
Operating Systems
but strictly tied to
the browser
themselves, no
matter which
Operating Systems
they are installed
on.
INDEX
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NATIONAL GRID SA
FMW
12.2.1.2.
0+
Google
Chrome
53+
Oracle JRE
1.7.0_99+
1.8.0_101+
1.8.0_101+
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
ALL
FMW
12.2.1.2.
0+
Mozilla
Firefox
45+
Oracle JRE
1.7.0_99+
1.8.0_101+
1.8.0_101+
ALL
FMW
12.2.1.2.
0+
Apple
Safari
8.*
Oracle JRE
1.7.0_99+
1.8.0_101+
1.8.0_101+
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
3. Oracle Forms
can only be used
with Chrome when
using Java Web
Start.
Browser support is
no longer based on
Operating Systems
but strictly tied to
the browser
themselves, no
matter which
Operating Systems
they are installed
on.
1. Browser support
is no longer based
on Operating
Systems but strictly
tied to the browser
themselves, no
matter which
Operating Systems
they are installed
on.
2. For SOA support
on Safari 8.*, refer
to 'Safari Browser Links tab missing
and Decision
Properties
Overlaps with
Actions' and
'[SAFARI] 2ND
RIGHT CLICK
OPTION IS NOT
WORKING IN LHN'
in the 'Known
Issues for Oracle
SOA Products and
Oracle BPM
Products for 12c
Release 1
(12.2.1.0.0)'
documentation ->
http://www.oracle.c
om/technetwork/mi
ddleware/soasuite/
documentation/soa
known2644661.html
CERTIFIED
BY:
1. Browser support
is no longer based
on Operating
Systems but strictly
tied to the browser
themselves, no
matter which
Operating Systems
they are installed
on.
2. When using
Chrome with Java
plug-in for Oracle
Forms, WebCenter
Content Product
Line and EDQ,
refer to
http://java.com/en/
download/faq/chro
me.xml
1
2
3
NO.
DESCRIPTION
CHK’D
ALL
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
A
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ALL
FMW
12.2.1.2.
0+
Apple
Safari
9.*
Oracle JRE
1.7.0_99+
1.8.0_101+
1.8.0_101+
ALL
FMW
12.2.1.2.
0+
Apple
Safari
10.*
Oracle JRE
1.8.0_131+
1.8.0_131+
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
Browser support is
no longer based on
Operating Systems
but strictly tied to
the browser
themselves, no
matter which
Operating Systems
they are installed
on.
Browser support is
no longer based on
Operating Systems
but strictly tied to
the browser
themselves, no
matter which
Operating Systems
they are installed
on.
REVISIONS
Hardware Requirements
DEPT.:
E&DD
PC/Laptop with i4/i5 processor.
RAM 4/8 GB is the minimum requirement for accessing Primavera applications.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
**** END OF SECTION ****
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION IV - SCOPE OF WORK
4.01 GENERAL
1
2
3
NO.
DESCRIPTION
A. The CONTRACTOR shall execute this PROJECT on a Lump Sum Turnkey (LSTK)
basis consisting of the major equipment/systems indicated in this section. All
components and accessories required for the satisfactory operation of the new
facilities of the PROJECT, whether specifically mentioned/specified in detail or not
shall be supplied and installed as necessary.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
B. The CONTRACTOR shall perform on LSTK basis, the design, engineering, material
procurement, quality management, factory inspection/testing, transport and delivery
to site, construction, site inspection, testing and commissioning, and all associated
work and services, including relocation/reinstatement of existing utilities and services
disturbed during construction, until final handing over of this PROJECT in a
satisfactorily working and operating condition to the COMPANY as specified in this
Scope of WORK and Technical Specifications.
C. The CONTRACTOR / BIDDER shall visit the sites and make himself aware of the
details of the existing system/facilities. The modification work if required to be
performed by the Contractor at the associated substations, cable boxes or anywhere
shall be compatible with the existing system.
4.02 ELECTRICAL WORK
I. General Items:
APPROVED
BY:
A.
Supply, manufacture, deliver, install, test and commission all necessary cable
splices along with link boxes, SVLs, Joint boxes, terminations, cable supports and
clamps, and other accessories (link box barricades etc) and grounding them as
required for installation of 110KV XLPE Cables as per Company Standards.
B.
Testing and commissioning of proposed underground cables as per COMPANY
standard TCS-P-105 end-to-end and documentation of the results.
C.
All the WORK mentioned under this PTS shall establish the complete 110KV
circuits link between Substations.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
D. Complete survey and investigation for the whole routes of the proposed 110KV
underground cable circuits. All utilities found, existing roads and future roads shall
be surveyed with complete details and reflected in design drawings. For the
proposed 110KV underground cables route, refer to drawing no. <<WT925382>>.
E. Perform soil electrical & thermal resistivity measurements along the whole cable
routes as per Section 5.02.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
F. Design and installation of horizontal directional drilling, thrust boring, concrete
encased ductbanks and sand ductbanks as required at road crossings.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
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APP’D
NATIONAL GRID SA
CHK’D
G. All the new equipment to be installed under this PROJECT shall be provided with
grounding conductors and connected to the involved grounding grid.
DESCRIPTION
H. All the cables in the substations basements shall be fire proofed as per TES-P104.05.
I. All outdoor Insulators, cable sealing ends, outdoor surge arresters and other
outdoor terminations shall be either coated with RTV (silicon rubber hydrophobic
paint) coating or silicon rubber composite type to avoid insulator washing as per
latest Standards (TCS-P-122.22, 15-TMSS-07, TES-P-122-01).
1
2
3
NO.
J. Material tests and documentation of the results.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
K. All dismantled items under this PROJECT shall be handed over and transported to
COMPANY designated warehouse, including loading and unloading, or as
directed by the COMPANY REPRESENTATIVE during the execution of the
PROJECT.
L.
11 / 02 / 2021
Provide the required high voltage test bushings at Source Substation and <<
NEW>> Substations for cable HV test. The high voltage test bushings are the
property of the CONTRACTOR.
M. All required WORK, materials and accessories in this PROJECT shall be
provided and performed by the CONTRACTOR.
N.
Creepage distance for outdoor bushings/housings, follow 01-TMSS-01 and
correction factor shall be used for equipment installed above 1000 meters from
sea level.
APPROVED
O. Modification/replacement of GIS cable box (if applicable) to accommodate bigger
cross section/diameter of cable as part of contract.
BY:
APP
P.
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
For all new/ loop in-and-out circuits, Contractor shall propose New
numbering/naming (from Source to destination substation). New Circuit name
plates at Source and Destination substations shall also be provided by the
Contractor.
Q. In case of loop in and out (LILO) of existing Cable circuits contractor have to
establish bonding system scheme to maintain the sheath withstanding voltage ,
circulating current and all parameters according to the latest Company standards.
All the material required but not limited to link boxes, grounding conductor and
dummy joints for new as well as for existing circuits to be supplied and installed by
contractor for complete newly established circuit (end to end).
R.
If there is any conflict /contradiction between PTS clause and NG standards then
Bidder/Contractor, have to bring to the notice of NG and get approval in writing
from concerned quarters and their decision will be final.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
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APP’D
NATIONAL GRID SA
CHK’D
II. Power Supply:
A.
New 110KV U/G XLPE Cable Circuit/s between S/S <<NAKHEEL Substation
>> and << Madinah ISTP Substation>>

CONTRACTOR shall design, supply and install << one (1) >> new 110KV
underground cable circuits, single cable/phase, consisting of 3×1C×1200mm2,
XLPE, copper conductor with metallic shield copper wire and copper tape, to be laid
between the << New Substation >>and SOURCE SUBSTATION˃˃, to form the new
circuit << NAKHEEL Substation ˃˃ - << Madinah ISTP Substation >>, complete
with necessary duct banks, HDD, hand holes and manhole & trenches for power
cables as well as for Non-metallic Fiber Optical Cables, with required link boxes,
SVLs, insulated joints, earthing, other accessories and terminations in accordance
to latest COMPANY Standards and as shown in cable route drawing # WT- 925382
and CONNECTION diagram WT-925380.

proposed bay (E08) will be available at NAKHEEL S/S to use for
connection with Madinah ISTP project.
B.
New 110KV U/G XLPE Cable Circuits between new S/S <<ISUNI-2 Substation
>> and <<New Madinah ISTP Substation>>

CONTRACTOR shall design, supply and install << one (1) >> new 110KV
underground cable circuits, single cable/phase, consisting of 3×1C×1200mm2,
XLPE, copper conductor with metallic shield copper wire and copper tape, to be laid
between the << New Substation >>and SOURCE SUBSTATION˃˃, to form the new
circuit << ISUNI-2 Substation ˃˃ - << Madinah ISTP Substation >>, complete
with necessary duct banks, HDD, hand holes and manhole & trenches for power
cables as well as for Non-metallic Fiber Optical Cables, with required link boxes,
SVLs, insulated joints, earthing, other accessories and terminations in accordance
to latest COMPANY Standards and as shown in cable route drawing # WT- 925382
and CONNECTION diagram WT-925380.

proposed Spare Bay (AD12) is already available at ISUNI-2 S/S to use for
1
2
3
NO.
DESCRIPTION
The Scope of WORK of this PROJECT, to be carried out by the CONTRACTOR
shall include but not limited to the following:
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
Connection with Madinah ISTP project.
CERTIFIED
BY:
CER
DATE
4.03
Gassing & Degassing
00 / 00 / 0000
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1. Perform gassing & degassing for concerned GIS cable compartments at Source
S/S (110KV/380kV) and New Substations (110KV) for the above mentioned
WORK. Gassing & degassing WORK, including electrical tests is the
Transmission Line CONTRACTOR’S responsibility but it should be carried out
under supervision of a Specialist Qualified & Authorized representative of GIS
Manufacturer or as approved by COMPANY.
2.
All parts or links if necessary to modify the old GIS interface to match the new
sealing ends shall be as per IEC standards.
3.
Local Manufacturer of any part for the GIS shall not be acceptable unless those
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DESCRIPTION
CHK’D
are as per manufacturer's drawings and material and approved by COMPANY
concerned Department.
4.
Modification (addition/connection) on existing or new GIS must be done by
certified specialist only under supervision of GIS Manufacturer.
5.
Hiring responsibility of the GIS Manufacturer’s Supervisor for cable terminations is
in the scope of Cable CONTRACTOR.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
CIVIL WORK
1
2
3
NO.
4.04
1. Earthworks (including cutting, excavation, backfilling, etc.) and road re-asphalting
shall be in accordance with the requirements and specifications of Ministry of
Municipal and Rural Affairs (area Municipality) or other concerned agencies
(government/nongovernment). In addition, the excavation, backfilling and road reasphalting shall be performed through one of the Municipality’s/concerned
agencies’ approved contractors. The CONTRACTOR shall appoint the
Municipality/concerned agency approved contractor as sub-contractor.
11 / 02 / 2021
2. Re-asphalting requirements for affected roads shall be as per the right of way
approval conditions given in ROW Appendix (Municipality/concerned agencies) or
provided by concerned agencies. Further, Municipality (or concerned agencies)
shall decide & determine the roads width to be re-asphalted.
3. For other civil work requirements, refer to Appendix – VII.
APPROVED
4.05 COMMUNICATION WORK
Refer to Appendix-VI, Communication Scope of Work and Technical Specifications.
BY:
APP
DATE:
22 / 02 / 2021
4.06 PROJECT DESIGN DOCUMENTS, CALCULATIONS AND DRAWINGS
The CONTRACTOR shall submit all design documents, calculations, studies and
drawings at various stages of the PROJECT as per Table 4.01 & 4.02 & APPENDIXVIII, as a minimum.
CERTIFIED
BY:
Table 4.01
CER
DATE
00 / 00 / 0000
A
THIS DOCUMENT IS
NOT TO BE USED FOR
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OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DOCUMENT DESCRIPTION
INDEX
BID STAGE
EQUIPMENT / MATERIALS
Power Cables
Power Cable Indoor and/or Outdoor Termination Kits
Power Cable Splice Kits
surge arresters ( as per requirement )
Link Box along with its accessories
Non Metallic Fiber Optic Cable (NFOC)
X
X
X
X
X
X
X - Indicates requirement for submission.
Notes to the above Table (Table 4.01):
JOB ORDER NO.
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APP’D
NATIONAL GRID SA
The following shall be provided for each indicated item in the table:
-
Completely filled-in Data Schedules duly signed, stamped and dated by the
respective equipment/material Manufacturer and the CONTRACTOR.
Equipment catalogues makes, type and technical parameters duly highlighted.
Certified Type (Design) Test report.
Compliance statement for each applicable TMSS and for 01-TMSS-01
separately, duly signed, stamped and dated by the Equipment/Materials
Manufacturer and CONTRACTOR.
Compliance statement for the scope of WORK as outlined in this PTS.
List of deviations, if any.
DESCRIPTION
-
REVISIONS
DEPT.:
Table 4.02
1
2
3
NO.
-
E&DD
A
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
A/P/T/
M/Q/R
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
A
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
BASE
DESIGN
STAGE
DOCUMENT DESCRIPTION
INDEX
EQUIPMENT / MATERIALS
Non Metallic Fiber Optic Cable (NFOC)
NFOC Accessories
Fiber Optic Cable Joint Boxes
Communication PullBox
HDPE/Corrugated subducts
DESIGN DRAWINGS
SITE Layout
Relaying and Metering - System One Line Diagram
Fiber Optic Cables Routing Plan and profile, Sections
and Details
Fiber Optic Cable Interconnection Diagram
Key Plan - Fiber Optic Cable
Fiber Optic Cable Route/Layout Inside Both Substation
Fiber Optic Cable Pulling Plan and Calculations Details
Mandrel Test Plan Details
Communication Handhole Plan
Communication Handhole fold outs and details
Overall FOC cable layout
U/G NFOC Route plan
Fiber Optic Cable Splicing details
OPGW and OGW fixing clamp details on latticed
steel/steel monopole structures
OPGW/OGW fitting and hardware assembly details
TEST PLAN, SCHEDULE,
PROCEDURES ETC.
PROJECT PERT/CPM Schedule for Monitoring and
Control Activities
CONTRACTOR’S Loss Prevention Program
Site Security Plan
QA/QC Plan
Inspection, Test Plan and Factory Test Procedure for
Materials
Site Pre-commissioning & Commissioning Plan
Site Work Test Procedure
Preliminary Outage Schedule and Plan
Final Outage Schedule and Plan
DETAIL DESIGN &
CONSTRUCTION
STAGE
AS-BUILT
STAGE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X - Indicates requirement for submission.
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CHK’D
Notes to the above Table 4.02:
1.
Base Design Stage
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 both equipment
Manufacturers and CONTRACTOR.
e.
Final compliance statement for each applicable TMSS and for 01-TMSS01 separately, duly signed, stamped and dated by the Equipment/Material
Manufacturer and CONTRACTOR.
f.
Vendor drawings
g.
Certified Type (design) Test Reports
1
2
3
NO.
DESCRIPTION
Final approval of major equipment (indicated under bid stage, Table 3.01), after
all deviations have been resolved, shall be obtained.
REVISIONS
DEPT.:
E&DD
2.
Final Design Stage
PREP. BY: NAME SAMI
DATE:
-
11 / 02 / 2021
3.
APPROVED
BY:
DATE:
DETAIL DESIGN & CONSTRUCTION STAGE (Issued for Construction
Drawings - IFC/Noted By)
-
APP
Final design drawings shall be provided for each indicated item in the
table.
Final design calculations for the PROJECT and additional calculations, if
required.
Vendor drawings
Final Issued for Construction drawings shall be provided for each
indicated item in the table.
Revised final Issued for Construction drawings shall be provided, if
required.
22 / 02 / 2021
4.
As-Built Stage
a.
As-built drawings shall be provided for each indicated item in the table.
b.
The As-built drawings for Power and Fiber Optic Cable Routes shall
include UTM, Ain EL Abd – Saudi Arabia Coordinates of all Cable and
Joints locations on following scales:
CERTIFIED
BY:
CER
DATE

00 / 00 / 0000

5.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Key Plan: 1:10000/1:20000 depending on the Route-Length or as
directed by the COMPANY.
Detailed Drawings: 1:300/1:1000 depending on the Route-Length or
as directed by the COMPANY.
Along with all design submittals, Base design package, Final detail design
package and As-Built drawings package, the CONTRACTOR shall submit the
following in Adobe Portable Document Format (PDF) files:
a. Design Drawings
b. Design Calculations
c. Material Data Schedules
d. Equipment Technical Data
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APP’D
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DESCRIPTION
Each discipline documents shall be arranged in a separate folder designated by
discipline's name. Contractor shall submit three (3) sets of each submittal in
compact discs (CDs) and (USBs). Each CD or USB shall be labeled with project
identification information and CD or USB table of contents. All PDF files shall
have no security protection.
1
2
3
NO.
The revision numbers and notes reflecting the changes made throughout the
design submittals shall be retained in the submitted final detail design drawings.
6.
For additional documentation requirements for Communication systems, refer
to Appendix - VI.
7.
All calculations, studies, reports, drawings/sheets, Manufacturer/Vendor
drawings/sheets shall be given standard COMPANY drawing numbers and
format in accordance with SEEDS-II-01 and the same shall be included in the
drawing control sheet as part of Project drawings/calculations.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
*** END OF SECTION ***
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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CHK’D
SECTION V - ENGINEERING DESIGN CRITERIA AND REQUIREMENTS
The CONTRACTOR shall adopt the following design criteria and requirements for the
PROJECT as a minimum:
DESCRIPTION
5.01 GUIDELINES FOR PREPARATION OF DESIGN CALCULATIONS
A. Scope
1
2
3
NO.
This Section covers mandatory the requirements governing the preparation of
underground power cables design, design calculations and all associated and
required WORKS.
REVISIONS
DEPT.:
E&DD
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
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
The calculation presentations shall be in accordance with the following procedures
and requirements.
1.
The heading shall provide the following information:
a.
b.
c.
BY:
DATE:
APPROVED
2.
Calculation packages shall include a Table of Contents and a listing of all
codes and referenced used.
APP
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 in metric, the conventional calculations shall be converted to
metric units.
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
Name of the originator of the calculations and the name of the checker.
The title, which shall clearly describe the contents of the calculations.
The date the calculations were made.
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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CHK’D
8.
Purpose of calculations:
a.
DESCRIPTION
b.
c.
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, or by
brief reasoning or reference to a standard or code.
1
2
3
NO.
d.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
To enable the designer to arrive at designs which are safe, feasible and
economical.
To provide a record for possible future reference.
To satisfy code and/or COMPANY requirements as to the adequacy of
the design.
To facilitate determination of the effects of possible future modifications.
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.
D. Computer Calculations
APPROVED
BY:
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 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 recognized and renowned international computer
software. 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 COMPANY 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.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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CHK’D
5.02 ENVIRONMENTAL CONDITIONS
DESCRIPTION
All equipment and materials, and their specified ratings furnished under this
PROJECT shall be suitable for operation under the service conditions outlined in
the COMPANY Material Standard Specification 01-TMSS-01, General
Requirements for All Equipment/Materials.
In case of a conflict between the service conditions requirements specified in
Material Standard Specifications 01-TMSS-01 and other TMSS, the requirements
specified in 01-TMSS-01 shall prevail.
1
2
3
NO.
Soil Thermal Resistivity
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
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. and the tested value shall be
used in the current rating calculations
The following shall be considered during soil thermal resistivity measurements:



APPROVED

BY:

APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:

Samples for soil thermal resistivity measurements shall be taken at every
500m along the cable route.
Samples for soil thermal resistivity measurements shall be taken at or
near each Horizontal Directional Drilling or Thrust Boring locations (if
applicable).
The location of these samples along the route shall be subject to
COMPANY review and approval.
The soil thermal resistivity shall be determined for (1.0% - 2.0%) moisture
content on the samples.
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.
Soil thermal resistivity analysis and measurements report shall be
submitted along with calculations.
The back fill material should not have soil thermal resistance of more than 1.2
Km/W. as mentioned in COMPANY Standard # TCS-P-104.06.
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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CHK’D
5.03 ELECTRICAL CHARACTERISTICS
The UGTL design parameters shall be in accordance with the following table :Table 5.01
1
2
3
NO.
DESCRIPTION
Serial
No.
REVISIONS
DEPT.:
E&DD
REQUIREMENT
1.
2.
General
Sheath Sizing Calculations
3.
4.
Non-Linear Resistor (Resistance)
Grounding Cable/Conductor
5.
Cable Pulling Tension and Sidewall Pressure
Calculations
Cables Transposition
6.
COMPANY Standards/
Other Standards
01-TMSS-01
IEC-60949,
11-TMSS-02 & TES-P-104-03
12-TMSS-10
11-TMSS-12, TES-P-104.08,
ICEA P-45-482 & IEC 60949
TES-P-104.05 & TCS-P-104.06
TES-P-104.08
5.04 DESIGN REQUIREMENTS
The following design requirements shall be considered by the CONTRACTOR.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
A. Cable Ampacity Calculations
APPROVED
BY:
APP
DATE:
1.
The Cable Ampacity (continuous) calculations shall be as per IEC 60287 1-1,
1-2 &1-3. These calculations shall assure the availability of the required
Ampacity for actual cables' installations and at SITE conditions, particularly at
worst points.
2.
The CONTRACTOR shall confirm that each of the << 3×1C×1200mm2>> Cu.
XLPE cable energized circuits can carry a minimum of <<180 MVA>>
continuously under all operating conditions.
3.
Loading factor for cables shall be assumed 100%.
4.
Type of Sheath/Screen Bonding is = Cross Bonding.
5.
The ambient ground temperature shall be considered 40 oC as per company
standard 01-TMSS-01.
6.
Cable Ampacity calculations shall be carried out based on actual soil thermal
resistivity measurements.
7.
For cables installed in Direct Buried, the following shall be considered in the
calculations:
 Minimum soil thermal resistivity = 1.2 k.m/W. (However, higher values to be
considered if actual soil thermal resistivity measured values are higher).
 Depth of laying.
 Clearances between circuits and between phases.
8.
For cables installed in Concrete Ductbanks, the following shall be considered
in the calculations:
 Concrete Thermal Resistivity (min. = 1.0 k.m/W).
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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CHK’D


9.
For cables installed in Sand Ductbanks, the following shall be considered in
the calculations:
 Minimum soil thermal resistivity = 1.2 k.m/W. (However, higher values to be
considered if actual soil thermal resistivity measured values are higher).
 Cables are laid in PVC ducts embedded in the existing soil. The thermal
resistance of air space between cable surface and PVC internal surface
shall be considered.
 Thermal resistivity of PVC ducts.
 Depth of laying.
 Clearances between circuits and between phases.
10.
For cables installed in Horizontal Directional Drilling (HDD), the following shall
be considered in the calculations:
 Minimum soil thermal resistivity = 1.2 k.m/W. (However, higher values to be
considered if actual soil thermal resistivity measured values are higher).
 Cables are laid in HDPE ducts embedded in the existing soil. The thermal
resistance of air space between cable surface and HDPE internal surface
shall be considered.
 Thermal resistivity of HDPE ducts.
 Depth of laying.
 Clearances between circuits and between phases.
11.
For cables installed in Thrust Boring, the following shall be considered in the
calculations:
 Minimum soil thermal resistivity = 1.2 k.m/W. (However, higher values to be
considered if actual soil thermal resistivity measured values are higher).
 Cables are laid in PVC or HDPE ducts embedded in the existing soil by
steel pipes. The thermal resistance of air space between cable surface
and PVC or HDPE internal surface shall be considered.
 Thermal resistivity of PVC or HDPE ducts.
 Depth of laying.
 Clearances between circuits and between phases.
12.
In case the required cable Ampacity is not achieved due to any reason, the
CONTRACTOR shall perform the required study/calculations to propose the
necessary mitigations/solutions to achieve the required Ampacity. Some
mitigations/solutions are: increasing/varying the clearances between circuits,
increasing/varying the clearances between phases (for flat configuration),
reducing cables depth of burial, improving the soil thermal resistivity, etc.
1
2
3
NO.
DESCRIPTION



REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Minimum soil thermal resistivity = 1.2 k.m/W. (However, higher values to be
considered if actual soil thermal resistivity measured values are higher).
Cables are laid in PVC ducts embedded in concrete ductbank. The
thermal resistance of air space between cable surface and PVC internal
surface shall be considered.
Thermal resistivity of PVC ducts.
Depth of laying.
Clearances between circuits and between phases.
13. The CONTRACTOR shall provide enough number of actual cable layout crosssections along the cable route with Ampacity calculations. The cross-sections
shall be for expected worst conditions in terms of cable spacing, depth, etc.
SOW/TS FOR << Installation of 110kV UGC for
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CHK’D
14. The CONTRACTOR shall clarify all parameters/assumptions for which the
calculations are based.
DESCRIPTION
C. 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.
1.
The CONTRACTOR shall use cross-bonding scheme and shall submit his
design / detailed calculations to comply with all requirements per IEEE 575,
Electra (28), Electra (47), Electra (128) and CIGRE Brochure (283) for
COMPANY review / approval.
2.
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 IEEE
575, Electra (28), Electra (47), Electra (128) and CIGRE Brochure (283) for
cross bonding systems.
3.
Cable sheath voltage limiters shall be installed at location as recommended in
IEEE 575, Electra (28), Electra (47), Electra (128) and CIGRE Brochure (283).
4.
The sheath normal/ induced (standing) voltage shall not exceed 200 volts,
when cable is carrying the specified full load current. Also, the metallic sheath
shall be directly grounded at both end terminations through a link box.
5.
The cable sheath induced voltage under short circuit conditions shall not
exceed 5000 volts to ground.
6.
The induced shield voltage should be calculated at the worst case and
assuming a short circuit current of 40 kA for 1 second.
7.
The CONTRACTOR shall sectionalize the total cable length in such a way to
satisfy above criteria.
8.
The CONTRACTOR shall clarify all parameters/assumptions for which the
calculations are based.
1
2
3
NO.
For metallic sheath grounding, TES-P-104.08 shall be applied considering the
following:
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
D. Cable Sections Lengths
Cable sections lengths (section cutting lengths) depend mainly on the type of
grounding/bonding system scheme (approved Metallic Sheath Grounding
calculations & drawings).
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Metallic Sheath Grounding calculations & drawings shall be provided as per Section
5.04.C & 4.06, Table 4.02.
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E.
Arrangement/Grouping of Cables in the Ground
DESCRIPTION
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 in flat formation of single core cables,
recommended by COMPANY Standards shall be maintained. The same shall be
considered to overcome the effect of existing Power cables.
If the right-of-way limits the cable spacing and calculated cable Ampacity is
reduced, a necessary mitigation shall be provided to achieve the required
Ampacity.
1
2
3
NO.
2. The cables shall not be placed in a close proximity to external heat sources.
F.
Interference of Power Cables with Telecommunication Cables
REVISIONS
DEPT.:
E&DD
Power cables that are in parallel with telecommunication cables of other utilities,
shall maintain sufficient clearances as per Saudi Telecom Company (STC)
requirement. In case the required clearance can not be achieved, a study shall be
performed and necessary mitigation shall be provided.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
5.05 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.
NOTES:
CERTIFIED
BY:

COMPANY is in the process of updating/revising their standards (TMSS, TES,
TCS, and standard drawings). Hence, the new revised standards/drawings shall
replace and supersede the old standards/drawings. List of applicable COMPANY
standards/drawings are given below.

Index of approved transmission standard and specifications (new) is attached in
Appendix II.
CER
DATE
00 / 00 / 0000
 All COMPANY standards and specifications shall be the latest revision
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
#
A.
Std/Sepc. No.
Saudi Arabian Standards
SASO/SSA-2
Steel Bars for Reinforcement of Concrete
SASO/SSA-39
Mechanical Test of Welded Joints
SASO/SSA-53
Graphic Symbols
SOW/TS FOR << Installation of 110kV UGC for
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<< Madinah >>
Title/Description
SAUDI ARABIA
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CHK’D
#
SASO/SSA-55
C.
COMPANY Material Standard Specifications
01-TMSS-01
General Requirements for All Equipment/Materials
1
2
3
NO.
DESCRIPTION
International Standards and Codes
ACI MCP
American Concrete Institute – Manual of Concrete
Practice
AEIC CS9
Association of Edison Illuminating Companies Specification for Extruded Insulation Power Cables
and Their Accessories Rated Above 46kV Through
345kV
ANSI C2
National Electric Safety Code
IEEE 575-2014
IEEE Guide for Bonding Shields and Sheaths of
Single-Conductor Power Cables Rated 5 kV through
500 kV
Electra (28)
The Design of Specially Bonded Cable Systems (Part
(1973)
I) CIGRE Study Committee no. 21, Working Group 7
Electra (47)
The Design of Specially Bonded Cable Systems (Part
(1976)
II) CIGRE Study Committee no. 21, Working Group 7
Electra (128)
Guide to the Protection of Specially Bonded Cable
(1990)
Systems against Over Sheath Voltages CIGRE Study
Committee no. 21, Working Group 7
Electra (151)
Earthing of GIS - An Application Guide
1993
CIGRE Working Group 23.10
CIGRE Brochure Special bonding of high voltage power cables
(283 - 2005)
2005, Working Group B1.18
ICEA P-45-482
Short Circuit Performance of Metallic Shields and
(2007)
Sheaths of Insulated Cable (2nd Edition)
IEC 60287-1-1,
Electric Cables-Calculation of the Current Ratings
1-2 &1-3
IEEE 80
Guide for Safety in AC Substation Grounding
ISO/R-31
Unit of Measure
NFPA 70
National Electric Code
(2008 edition)
NFPA 72C
Installation, Maintenance and Use of Remote Station
Protective Signaling Systems
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
PVC Insulated Cables
B.
REVISIONS
DEPT.:
Title/Description
Std/Sepc. No.
CER
10-TMSS-05
DATE
00 / 00 / 0000
11-TMSS-02
11-TMSS-12
12-TMSS-10
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Bare, Copper-Clad Steel Grounding Conductor and
Ground Rod
Power Cables, XLPE Insulated, Copper conductor,
Single Core,110kV, 115KV, XXXKV, 230kV & 380kV
rating
Coaxial Bonding and Earthing Cables for Link Boxes
12-TMSS-11
Splice and Termination Kits for Power Cable 69kV,
110kV, 115KV, XXXKV, 230kV and 380kV
Link Boxes for Power Cables
23-TMSS-01
PVC Conduits & Fittings for Underground Cables
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DESCRIPTION
CHK’D
#
23-TMSS-02
Duct Sealing Units
23-TMSS-04
Cable Clamps for Power Cables
48-TMSS-02
Non Metallic Fiber Optic Cables
70-TMSS-03
Normal Weight Ready-Mixed
Concrete
Cable Trench Materials
1
2
3
NO.
70-TMSS-04
E&DD
D.
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
22 / 02 / 2021
Sizing and Selection
TES-P-104-04
Engineering Requirements for Splices & Termination
for Power Cables
Cable Installations, Engineering Requirements
TES-P-119.01
thru. 42
TES-P-122.01
thru. 12
TES-T-111.02
thru.19
TES-W-109.01
CER
DATE
TES-P-104.03
TES-P-104.08
CERTIFIED
BY:
Cement
COMPANY Engineering Standards
TES-H-107.01,
Painting
TES-H-107.02,
Paint Color Codes and Standards
TES-P-104.01
General Engineering Requirements for Underground
Cables
TES-P-104.02
Power Cable Construction
TES-P-104.05
APP
DATE:
Portland
Note: All blanks 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 CONTRACTOR’s
Technical Proposal.
REVISIONS
DEPT.:
Title/Description
Std/Sepc. No.
Bonding and Grounding of Insulated Metallic Sheath
of Power Cable System (69kV to 380kV)
Substation Design Standards
Transmission Line Design Standards
Communications
General Welding Criteria
00 / 00 / 0000
E.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
COMPANY Transmission Standard Drawings
TA-800062
Typical Duct Bank Sections, Concrete Duct Bank
69kV to 380kV
TA-800063
Highway Crossings for 69kV to 380kV Cables
TA-800068
Highway Under Crossing for 110kV to 380kV U/G
Power Cables by Directional Drilling
TA-800140
Water Proofing for Duct banks, Manhole/Handhole
and Alternate Roof Drainage Details
TA-800141
Installation Detail for Link Boxes above Ground
TA-800142
Installation Detail for Link Boxes Below Ground
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CHK’D
#
TB-800067
DESCRIPTION
TB-800069
TB-800076
SB-036365
SB-036367
1
2
3
NO.
TB-800077
REVISIONS
DEPT.:
TB-800079
TB-800090
E&DD
TB-800091
PREP. BY: NAME SAMI
DATE:
SB-036371
11 / 02 / 2021
SE-1040521
SE-1040522
F.
APPROVED
BY:
DATE:
22 / 02 / 2021
TCS-P-105
TCS-P-122.01
thru. 23
TCS-Q-113.01
TCS-Q-113.02
TCS-Q-113.03
TCS-Q-113.04
TCS-T-111.01
thru. 12
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
G.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
110kV, 115KV, 132KV, 230kV & 380kV
Direct Buried Cable Trench Details in Rocky Area
(Communications)
Standard Trench detail Joint Communication &
Power Cables
Standard Precast Handhole for Communication in
Non Traffic Areas (1.20m x 1.20m x 1.20m)
Standard Precast Hand-Hole for Communication in
Traffic Areas (1.20m x 1.20m x 1.20m)
Marker post for buried communication cables
Standard Drawing Details Standard Conduit
Formation (Communications Cables)
PVC Conduit Installation Concrete Encased, (Vital
Communications)
PVC Conduit Installation Concrete Encased, (NonVital Communications)
Concrete Encased Duct detail for Rocky Areas (Vital
Communications)
Concrete Encased Duct Details for Rock Area (NonVital Communications Installation)
Streets Underground Utility Plan 69 kV to 380 kV U/G
& F/O Cable Installation
Streets Underground Utility Sections 69 kV to 380 kV
U/G & F/O Cable Installation
COMPANY Transmission Construction Specification
TCS-P-104.01
General Requirements
TCS-P-104.02
TCS-P-104.03
TCS-P-104.06
TCS-P-104.08
APP
Title/Description
Std/Sepc. No.
Cable Reels Handling and Storage
Trenches and Ducts
Cable Installation, Field Handling Procedures
Field Testing of Power Cables Rated 110kV, 115KV,
132KV, 230kV or 380kV
Pre-Commissioning
Tests/Procedures
for
SEC
Transmission Electrical Installations
Transmission Line Construction Standards
Asphalt Concrete Paving
Earthworks
Cast In Place Concrete
Precast Concrete works
Communications/Underground
Communications
(Telephone/ Optical Fiber/ Pilot) Cable Installation
5-Star Safety and Health Management System Standards
1 - Premises and Housekeeping
1.1
Buildings and Floors
1.2
Lighting: Natural and Artificial
1.3
Ventilation
1.4
Workplace Hygiene Facilities
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CHK’D
#
REVISIONS
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
3 - Fire Protection and Prevention Protection
3.1
Fire
Extinguishing
Equipment/System
Assessment.
3.2
Locations Marked, Floor Clear
3.3
Maintenance of Fire Equipment
3.4
Storage of Flammable and Explosive Material
3.5
Alarm System
3.7
Security Roles For Safety
3.8
Emergency Planning
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
Risk
4 - Accident Recording and Investigation
4.1
Occupation Injury, Disease and Properties Damage
Records
4.2
Internal Accident Reporting and Investigation
(Occupational Injury and Near Miss Incident)
4.3
Occupational Injury/ Disease Statistics
4.4
Internal Accident Reporting and Investigation (Property
Damage and Business Interruption)
4.5
Accident Statistics Kept
4.7
Accident / Near Miss Recall
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Aisles and Storage Demarcated
Stacking and Storage
Housekeeping
Scrap and Refuse Bins
Color Coding: Plant and Pipelines
2 - Mechanical, Electrical and Personal Safeguarding
2.1
Machine Guarding
2.2
Lock out, Tag out and Try out
2.3
Labeling of Switches, isolators and Valves
2.4
Ladders (Registers), Stairs, Walkways and Scaffolding
2.5
Lifting Gear and Records
2.6
Compressed Gas Cylinders: Pressure Vessels and
Records
2.9
Motorized Equipment: Checklist, Licensing
2.10
Portable Electrical Equipment
2.13
Hand Tools
2.15
Head Protectors
2.16
Eye and Face Protection
2.17
Footwear
2.18
Protective Clothing
2.19
Respiratory Equipment
2.21
Safety Harness
2.22
Hand Protection
2.23
Control of Usage, Issue Maintenance and Record of
Personal Protective Equipment
2.24
Notices and Signs: Electrical, Mechanical, Protective
Equipment, Symbolic Safety Signs
1
2
3
NO.
DESCRIPTION
1.6
1.7
1.8
1.9
1.10
DEPT.:
Title/Description
Std/Sepc. No.
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1
2
3
NO.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
Title/Description
Std/Sepc. No.
5 - Safety Organization
5.2
Safety and/or Occupational Hygiene Coordination
5.6
First-aid/Responder and Facilities
5.7
First-aid Training
5.9
The 5-Star Safety System Board
5.16
Workplace Inspections
5.18
Safety Specifications: Purchasing and Engineering
Control, New Plant, and Contractors
5.18.3
Contractor's Rulebook
5.18.4
Contractor Pre-Bid Document
5.19
Written Safe Work Procedures
5.20
Planned Job Observations
5.21
Mechanical Work Permits
5.21.1
Electrical Work Permits
5.22
Off-The-Job Safety
5.23
SEC Safety and Health Policy
DESCRIPTION
CHK’D
#
H.
11 / 02 / 2021
Other Standards
SEEDS-II
Saudi Electricity Company Engineering Drawings
(Rev. 1)
Standard (SEEDS) for Preparing, Processing and
Managing Transmission Drawings/Documents
SEEDS-III
Standard Guidelines for Geographic Information
(Latest Rev)
System (GIS)
ISD Special
Safety Signs and Warning Devices
Manual No. 65110
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
*** END OF SECTION ***
SECTION VI - EQUIPMENT/MATERIALS AND TECHNICAL SPECIFICATIONS
6.01 GENERAL
This Section outlines broadly the technical specifications of the major equipment/
materials required for the complete installation of the PROJECT. The specifications
outlined herein shall be read in conjunction with the attached PROJECT drawings,
the COMPANY Material Standard Specifications and the associated International
Standards and Codes. The ratings and specific requirements of the various electrical
equipment shall be as indicated in Data Schedule of COMPANY Material Standard
Specifications, and the CONTRACTOR shall ensure full conformity with the same.
6.02 EQUIPMENT/MATERIALS SPECIFICATIONS
All equipment/materials shall conform to the related COMPANY standards and other
standards in accordance with the tabulation hereunder (with notes below):
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
All COMPANY standards and specifications shall be the latest revision
Table 6.01
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1
2
3
NO.
DESCRIPTION
CHK’D
Serial
No.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
COMPANY Standards/
Other Standards
11-TMSS-02
12-TMSS-10
12-TMSS-11
12-TMSS-11 & TES-P-104.08
12-TMSS-11, 10-TMSS-05 &
TES-P-104.08
11-TMSS-12
TCS-P-104.03 & 70-TMSS-04
TCS-P-104.03 & 70-TMSS-04
TCS-P-104.03 & 70-TMSS-04
TES-P-104.05 & SB-036365
23-TMSS-01
TCS-T-111.08
23-TMSS-02
48-TMSS-02
(Refer to ATTACHMENT – VI)
TCS-T-111.06
(Refer to ATTACHMENT – VI)
Refer to ATTACHMENT – VI
23-TMSS-04
EQUIPMENT/MATERIAL
1.
2.
3.
4.
5.
Power Cables
Power Cable Terminations and Splice Kits
Link Box along with its accessories
Sheath Voltage Limiter (SVL)
Grounding Cable & Grounding Rod for Link Box
6.
7.
8.
9.
10.
11.
12.
13.
14.
Coaxial Bonding and Earthing Cables for Link Box
Cable Protective Tiles
Cable Warning Tapes
Steel Wire Mesh
Warning Post
PVC Conduits & Fittings
HDPE Subducts
Duct Sealing Units
Non-Metallic Underground Fiber Optic Cables
15.
Optical Cable Joint Boxes
16.
17.
Pullbox
Cable Clamps for Power Cables
Notes
1
2
3
11 / 02 / 2021
NOTES TO TABLE 6.01:
1.
For proper installation and mechanical interface, termination of XLPE cables to
GIS shall be as per IEC 62271-209, class 1 of IEEE 48 and IEEE 1300.
2.
All link boxes shall be of underground type as per 12-TMSS-11. Unless practical
difficulties or due to SITE conditions which makes installing underground link box
type difficult or impossible, then, above ground link box type shall be proposed.
3.
Fiber Optic Cable
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
Refer to Appendix-VI,
Specifications.
CERTIFIED
BY:
Scope
of
Work
and
Technical
A.
PVC conduits and fittings shall be provided in all underground concrete
ductbanks. The PVC conduits and fittings shall be designed, manufactured
and tested in accordance with the COMPANY’S Materials Standard
Specification 23-TMSS-01.
B.
Subduct on handhole and inside the building shall be corrugated, flexible
and fire retardant (2 Hours UL rating) with 25mm outside diameter. Subduct
installation shall be in accordance with TCS-T-111.08.
C.
Subduct on the underground duct banks and direct buried conduit in
trenches shall be rigid with 32mm outside diameter and made from HDPE
piping compound, its inner wall must be smooth and black in color. It must
comply with STC specification MAT 2301 and pulling length must not exceed
450 meters.
D.
For direct buried cable trenches, PVC conduits shall be of class-4 type.
CER
DATE
Communication
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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NATIONAL GRID SA
DESCRIPTION
CHK’D
Nylon pull ropes ¼ inches in diameter (of different colors) shall be provided
and installed in all vacant/spare ducts and subducts.
E.
The duct sealing units for conduit fittings shall be in accordance with
COMPANY’S Materials Standard Specification 23-TMSS-02.
F.
Unless otherwise indicated, the size of the PVC Conduit for fiber optic cable
and 110KV cable shall be 100 mm inner diameter and 200 mm inner
diameter respectively.
1
2
3
NO.
6.03 APPROVAL CONDITIONS OF THE ROW AND MATERIAL SPECIFICATIONS
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
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 Government/Municipality Departments regarding all the required
approvals.
The following specific requirements shall be complied with, however not limited to
the following:
11 / 02 / 2021
1.
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. Also, in these crossing cases, sand duct
banks shall be used instead of concrete duct banks.
2.
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
The CONTRACTOR must take maximum care and attention when working
near exiting pipelines and must completely adhere to concern agency
conditions. The CONTRACTOR shall have the complete responsibility for any
damage caused to the existing pipelines underground power cables during
WORK execution.
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
Appendix IV.
C. The CONTRACTOR shall coordinate all the WORK with the concerned local
authority and obtain all permits required to perform the WORK.
00 / 00 / 0000
*** END OF SECTION V ***
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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PLANT NO.
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DOCUMENT NO.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION VII - INSTALLATION REQUIREMENTS AND GUIDELINES
7.01 GENERAL
DESCRIPTION
A. The subsequent sections will present the requirements and practices which shall be
the basis for the installation of 110KV underground cables and Fiber Optic cables for
the system of SEC.
1
2
3
NO.
B. The installation practices that will be presented are consistent with the current
industry standards with special consideration being given to the working environment
found in Saudi Arabia.
REVISIONS
DEPT.:
C. The CONTRACTOR must strictly adhere to the requirements of COMPANY
Engineering Standard TES-P-104.05, Construction Standard TCS-P-104, Reel
storage and handling Standard TCS-P-104.02 attached Conceptual Design
Drawings, and the Practices and Procedures mentioned in the subsequent sections.
E&DD
7.02 CABLE TRENCHES AND DIRECTIONAL DRILLING REQUIREMENTS
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
A. General Requirements
The 110KV underground cable circuits shall be in direct buried in a trench, sand
ductbanks and in concrete encased ductbanks. The physical requirements of the
trenches and concrete encased ductbank shall be in accordance with the
COMPANY’S Engineering Standard TES-P-104.05, TCS-P-104.06 and TA-800062,
respectively. The COMPANY Construction Standard TCS-P-104.03 for the
construction of cable trench shall be followed.
APPROVED
BY:
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:
APP
DATE:
22 / 02 / 2021
1.
The CONTRACTOR is responsible for conforming to the rules and regulations
pertaining to safety established by the ministries, municipalities, traffic and
COMPANY Loss Prevention Division.
2.
The CONTRACTOR shall provide cable trenching signboards on every
trench/road crossing and 200 meters on straight run.
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
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 (110/132 KV & distribution 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 plotted in the construction drawing “AS-Built”
drawing.
D. Other Trenching Requirements
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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.
Generally, Municipality or other authorities do not permit excavation of trench
lengths greater than five hundred meters at a time. After a given five hundred
meters of trench is completely reinstated, the Municipality will then grant a
WORK Permit for an additional five hundred meters of excavation.
3.
Municipalities may grant only a limited time for complete reinstatement of a
trench section.
4.
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.
5.
The CONTRACTOR shall be responsible for reinstatement/restoration of any
disturbed or damaged facility which are incidental to PROJECT performance.
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
E. Horizontal Directional Drilling
CONTRACTOR shall submit his proposal for the directional drilling method in
accordance to COMPANY standard drawing no. TA-800068 & TES-P-104.05.
For further horizontal directional drilling installation guidelines, refer to Appendix –VII.
APPROVED
BY:
7.03 CABLE DUCTBANKS
All cable ducts installation shall follow the requirements of the COMPANY’s
Construction Standard TCS-P-104.03.
APP
DATE:
22 / 02 / 2021
For further cable ductbanks installation, refer to Appendix – VII.
7.04 POWER CABLE INSTALLATION
CERTIFIED
A. Cable Pulling Tension and Sidewall Pressure Calculations
BY:
The same shall be in accordance to section 4.04.E.
CER
DATE
00 / 00 / 0000
B.
Preparation of Trench
The same shall be in accordance to TCS-P-104.06.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
C. Running Out of Cables
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
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PLANT NO.
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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.
8.
The COMPANY shall inspect and approve any pulling eye which is installed in
the field.
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
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 flat formation and bound at every 5
meters on straight lengths and at every 15 cm on bends to maintain the flat
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.
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
INDEX
DOCUMENT NO.
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PAGE NO.
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DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
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, and new manholes shall be sealed off against ingress of
moisture, sand and insects by use of COMPANY Standard duct sealing units
in accordance with 23-TMSS-02.
1
2
3
NO.
D. Cable Splicing and Terminations
REVISIONS
DEPT.:
1.
APP
22 / 02 / 2021
3.
a.
Splicing and terminations shall be in accordance with COMPANY’S
Standards 12-TMSS-10 & TES-P-104.04.
Cable Snaking/Sagging
Certification of Splicing Personnel

CER
DATE
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.
To ensure that the 110KV cable splices and terminations are installed in a
professional and workmanship manner, the CONTRACTOR shall strictly
adhere to the following:
CERTIFIED
BY:
b.
Extra length of cables shall be provided at both ends of each cable joint bays
(3 meters from both ends) in shape of vertical snaking/sagging for future rejointing. Details of snaking/sagging of cables shall be provided as per Section
4.05, Table 4.02.
APPROVED
DATE:
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/recommendations.
11 / 02 / 2021
2.
BY:
a.
E&DD
PREP. BY: NAME SAMI
DATE:
General Requirements
00 / 00 / 0000


THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.

All cable splicing and terminating personnel (Terminator/Jointer) shall be
Manufacturer certified Terminator/Jointer or they shall obtain a certification
from the COMPANY before they can commence the WORK.
The COMPANY approval for Terminator/Jointer, may include previous
cable manufacturer’s training, or certification at COMPANY splicing and
terminating school. The COMPANY shall be the sole judge of certification.
All cable terminations and joints WORK shall be performed under strict
supervision of termination and joint Manufacturer(s), if it is not performed
by Manufacturer certified Terminator/Jointer.
For GIS terminations/links & other accessories installation and connecting
to cable compartment, the CONTRACTOR will require to arrange GIS
SOW/TS FOR << Installation of 110kV UGC for
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APP’D
NATIONAL GRID SA
CHK’D
Manufacturer's trained and/or certified representative(s) to perform the
WORK. Also, GIS Manufacturer's trained and/or certified representative(s)
will be required to be approved by COMPANY before they can commence
the WORK.
DESCRIPTION
4.
Cable Tagging
1
2
3
NO.
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.
REVISIONS
DEPT.:
APP
DATE:
CER
DATE
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. Other
grounding requirements as per COMPANY Standard TES-P-104.08 shall be
followed.
4.
All bonding leads from buried power cable joints up to the link Boxes shall be
through coaxial cables capable of carrying the system short circuit currents in
accordance with COMPANY’S Standards 12-TMSS-11 & TES-P-104.08.
5.
For above ground link box types, they shall be provided with minimum of four
(4), or suitable number as per SITE conditions, protective (crash) barriers
using (6 inch diameter) steel pipes. The horizontal separation between any two
crash barriers should be 600mm or less.
22 / 02 / 2021
CERTIFIED
BY:
At predetermined location along the cable route, foundations shall be provided
for the above ground link box type. For underground link box type, concrete pit
shall be provided and installed and the elevation of the removable cover of the
pit shall be flush with the finish/existing grade.
11 / 02 / 2021
APPROVED
BY:
1.
E&DD
PREP. BY: NAME SAMI
DATE:
E. Installation of Link Box
7.05 OPTICAL FIBER CABLES INSTALLATION
Refer to Appendix-VI, Communication Scope of Work and Technical Specifications.
00 / 00 / 0000
7.06 CABLE ROUTING INSIDE SUBSTATION BASEMENT/CABLE ENTRY ROOM
The same shall be in accordance to TCS-P-104.06.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
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PLANT NO.
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APP’D
NATIONAL GRID SA
CHK’D
7.07 OTHER INSTALLATION REQUIREMENTS
A. Responsibility During Installation
DESCRIPTION
The CONTRACTOR shall be responsible for all materials and component parts
during installation.
1
2
3
NO.
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
REVISIONS
DEPT.:
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. The COMPANY is not responsible for any result of accident due to
construction of this access.
E&DD
PREP. BY: NAME SAMI
C. Traffic Diversions
DATE:
11 / 02 / 2021
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, when road cutting is warranted.
*** END OF SECTION ***
SECTION VIII – COMMISSIONING TESTS
APPROVED
8.01 GENERAL REQUIREMENTS
BY:
APP
DATE:
A.
A list, giving the details of the commissioning and site tests shall be prepared by the
CONTRACTOR and submitted to the COMPANY for review and approval not less
than six (6) months before the schedule date of tests.
B.
The CONTRACTOR shall be responsible for providing all the appropriate tools, test
equipment and temporary AC and DC power supplies needed to perform the
commissioning and site tests. All tests shall be performed in accordance with the
applicable IEC and ANSI Standards and established practices and procedures.
C.
The CONTRACTOR shall furnish a schedule of proposed commissioning tests at
least two (2) months prior to scheduled date of tests with a list of test and
commissioning equipment to be used for the PROJECT. The list shall indicate
whether each equipment is owned or to be rented.
D.
At least 15 days before starting of the testing & commissioning, contractor shall
arrange a joint site inspection by all concerned representatives of COMPANY to
satisfy and prove that testing equipments are ready to be used, all pre-requisites are
complete and necessary arrangements/ preparations are done to carryout testing and
commissioning activities.
E.
The CONTRACTOR shall be responsible for conducting additional tests if
recommended by the equipment manufacturers or by the COMPANY.
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
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DOCUMENT NO.
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CHK’D
APP’D
NATIONAL GRID SA
F.
The CONTRACTOR shall be responsible for commissioning the existing protection
scheme involved with the scope of the subject PROJECT.
1
2
3
NO.
DESCRIPTION
G. Testing of high voltage cable system and fiber optic cable shall be carried out to
ensure that the necessary design and operation specifications are achieved prior to
placing the cable system into service.
H.
The CONTRACTOR shall be responsible to carry out all tests in a safe manner and
with pre-determined safe working procedure submitted to the COMPANY.
I.
The mechanical check and visual inspection, as required in COMPANY Standard
TCS-P-105 shall be carried out prior to any electrical test.
J.
All sites testing and commissioning will be done under COMPANY witness.
Witnessing of testing/commissioning by COMPANY does not mean acceptance of
test results. Test results will be reviewed and approved by COMPANY separately
after CONTRACTOR submits the same for review and approval.
K.
Field tests and commissioning results shall be submitted to the COMPANY not later
than two (2) days after completion of tests for review prior to the final energization.
L.
For test equipment requirements for communication equipments, refer to Appendix VI.
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
8.02 TESTING OF UNDERGROUND POWER CABLES SYSTEM
APPROVED
A.
BY:
CONTRCTOR shall submit for COMPANY review at least eight (8) weeks in
advance, field testing and commissioning procedures and equipment to be used for
110KV cables and link boxes and get approval. At least two (2) weeks before
starting the tests he shall arrange joint inspection with COMPANY
REPRESENTATIVE to ensure that all pre requisites are complete and cables/link
boxes are ready for safe testing and commissioning. Following are minimum tests
required in accordance with TCS-P-105 and TCS-P-104.08. CONTRACTOR shall
perform additional tests, if required by COMPANY or cable manufacturer.
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
The CONTRACTOR shall provide cable data (i.e. size, type, configuration, length,
Method of grounding, etc.) along with the Impedances (calculated and measured
values) for COMPANY review and approval during construction stage of the
PROJECT as per the below table.
CER
DATE
00 / 00 / 0000
Table 8.01: Applicable Company standards for major equipment Testing
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
Serial
No.
1.
2.
3.
4.
COMPANY Standards/
Other Standards
11-TMSS-02 & TCS-P-104.08
12-TMSS-11 & TCS-P-105
Refer to Appendix-VI
35-TMSS.01 & TCS-P-105.
EQUIPMENT/MATERIAL
Cable Test
TESTING OF LINK BOX
TESTING OF FIBER OPTIC CABLES
TESTING OF SURGE ARRESTORS
SOW/TS FOR << Installation of 110kV UGC for
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APP’D
NATIONAL GRID SA
1
2
3
NO.
DESCRIPTION
CHK’D
** END OF SECTION VIII & SOW/TS ***
REVISIONS
DEPT.:
E&DD
PREP. BY: NAME SAMI
DATE:
11 / 02 / 2021
APPROVED
BY:
APP
DATE:
22 / 02 / 2021
CERTIFIED
BY:
CER
DATE
00 / 00 / 0000
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
JOB ORDER NO.
SOW/TS FOR << Installation of 110kV UGC for
Madinah ISTP 110/13.8KV Substation in Madinah >>
<< Madinah >>
SAUDI ARABIA
PLANT NO.
NG1168
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PAGE NO.
72
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APPENDICES ATTACHED
TO
SCOPE OF WORK & TECHNICAL SPECIFICATIONS
FOR
<<Installation of 110kV UGC for Madinah ISTP
110/13.8KV Substation in Madinah>>
PTS – 20WC1033
ENGINEERING & DESIGN DIVISION-CENTRAL
ENGINEERING & DESIGN DEPARTMENT
ENGINEERING & PROJECTS MANAGEMENT
NATIONAL GRID SA
TABLE OF CONTENTS
APPENDICES
APPENDIX
I
DRAWING CONTROL SHEETS
APPENDIX
II
MATERIAL DATA SCHEDULES
APPENDIX
III
TECHNICAL DATA MANUALS
APPENDIX
IV
RIGHT OF WAY (ROW) APPROVALS AND
CORRESPONDENCES
APPENDIX
V
EXHIBIT I - SCHEDULE OF ASSET IDENTIFICATION
APPENDIX
VI
COMMUNICATION SYSTEM REQUIREMENTS
APPENDIX
VII
CIVIL AND STRUCTURAL SCOPE OF WORK DESIGN
CRITERIA,
TECHNICAL
REQUIREMENTS
AND
MATERIAL SPECIFICATION
APPENDIX
VIII
PROJECT
DESIGN
DOCUMENTS,
CALCULATIONS
AND DRAWINGS
APPENDIX
IX
TRAINING OF COMPANY PERSONAL
APPENDIX
X
INSTRUCTIONS FOR TECHNICAL PROPOSAL
APPENDIX - I
DRAWING CONTROL SHEETS
‫نقل الكهرباء‬
National Grid SA
DRAWING CONTROL SHEET
PROJECT TITLE
PROJECT MANAGER / ENGINEER
CONTRACT NO.
JOB ORDER NO.
DRAFTING OFFICE
CONNECTION OF 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
EDD/D&DCD/CADU
DRAWING NO.
SHEET NO.
INITIAL
REV. NO.
FURTHER REV.
DRAWING TITLE
NO.
REMARKS
DATE
INDEX-A
1 TO
0
SCOPE OF WORK AND TECHNICAL SPECIFICATIONS
WT-925382
1 OF 1
3
PROPOSED 110KV U/G CABLE ROUTES
WT-925380
1 OF 1
0
PROPOSED CONNECTION DIAGRAM FOR NEW Madinah ISTP S/S
WT-925363
1 OF 1
1
PROPOSED SINGLE LINE DIAGRAM OF NEW Madinah ISTP S/S
WT-925364
1 OF 1
1
PROPOSED SITE MAP LAYOUT PLAN OF NEW Madinah ISTP S/S
WA-58897
1 OF 1
0
SINGLE LINE DIAGRAM OF EXISTIN NAKHEEL S/S
WA-458898
1 OF 1
0
LAYOUT DIAGRAM OF EXISTIN NAKHEEL S/S
ET-920924
1 OF 1
0
PROJECT SIGN BORD WITH ELECTRONIC COUNTER FOR 110/132 KV UNDERGROUND CABLE CIRCUITS
WT-925379
1 OF 1
0
DRAWING CONTROL SHEET
PTS-20WC1033
INDEX-P
INDEX-X
AS BUILT
BY
PROJECT COMPLETION DATE
PLANT NO.
NG1168
INDEX
DRAWING NO.
X
WT-925379
SHEET NO.
1
THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF NATIONAL GRID SA. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.
OF
REV. NO.
1
0
Rd
TERRA TAPE WARNING
(FOR POWER CABLE)
Aff
an
TERRA TAPE WARNING
(FOR F/O CABLE)
GRADE LEVEL
250
ASPHALT
(150MM THICK)
Ut
hm
an
300
1200
Ibn
300
SELECTED BACKFILL
(BASE COURSE MATERIALS)
SELECTED BACKFILL
(SUB-BASE COURSE MATERIALS)
PROPOSED HDD-2
APPROXIMATE LENGTH= 32.64m
E
P
EXI
ST
ING
(1
800 U
m NDE
m
RG
DI RO
AM U
ND
ET
ER W
A
12 TER
m
PI
DEE P
EL
P) IN
ERT
CULV
CULVERT
R
O
P
O
S
E
PROPOSED
110/13.8kV
M-SWPC S/S
D
15
m
R
O
A
D
CU
LV
ER
T
450
1x200mmO
PVC DUCTS WITH
/
HV POWER CABLES
150
CU
LV
ER
T
PROPOSED CDB-2
APPROXIMATE LENGTH= 15.16m
CULVERT
CONCRETE
SEE ENLARGEMENT NO. 1
110mmO
PVC DUCT WITH
/
700
700
250
300
300
700
700
5 SUBDUCTS AND F/O
COMMUNICATION CABLE
250
3900
PROPOSED HDD-2
APPROXIMATE LENGTH= 66.20m
LP
GREENLAND
GREENLAND
GREENLAND
STREET
LIGHTING
MH
MH
LIGHTING
STREET
ELECTRICAL
BOX
LP
STREET
LIGHTING
MH
U/G ELECTRICAL
CABLE MARKER
(110KV)
(E)
NOTE:
DIMENSIONS ARE IN MILLIMETERS.
PROPOSED CDB-2
APPROXIMATE LENGTH= 68.41m
110kV TYPICAL DETAIL CDB-2 (WITHOUT SPARE DUCTS)
110kV U/G POWER & F/O CABLES TRENCH
CROSS SECTION IN CONCRETE DUCTBANK WITHOUT SPARE DUCTS (2-CIRCUITS)
CULVERT
PROPOSED CDB-2
APPROXIMATE LENGTH= 14.39m
ULVERT
C
T
LVER
U
C
CULVERT
NOT TO SCALE
110mm O
HDPE DUCT WITH
/
4-SUBDUCTS AND
FIBER OPTIC CABLE
1X200mmO
HDPE DUCTS
/
WITH 115kV XLPE CABLES
GRADE LEVEL
EXISTING SOIL
VARIOUS
NOTE:
DIMENSIONS ARE IN MILLIMETERS.
1500MIN (DEPENDENT ON THE CABLE DEPTH)
CABLE PHASE CLEARANCE VARIOUS (REFER TO TABLES)
NATIVE SOIL THERMAL RESISTIVITY VALUE VARIOUS (AS PER SOIL REPORT)
TYPICAL DETAIL HDD-2 (WITHOUT SPARE DUCTS)
PROPOSED CDB-2
APPROXIMATE LENGTH= 26.06m
CULVERT
CULVERT
CU
LVER
T
HV U/G POWER & F/O CABLES TRENCH
CROSS SECTION IN HORIZONTAL DIRECTIONAL DRILLING WITHOUT SPARE DUCTS (2-CIRCUITS)
CULVERT
NOT TO SCALE
SUBSTATION LOCATION
SUBSTATION NAME
TERRA TAPE WARNING
(FOR POWER CABLE)
Ab
du
laz
iz
TERRA TAPE WARNING
(FOR F/O CABLE)
GRADE LEVEL
400
SELECTED BACKFILL
(BASE COURSE MATERIALS)
600
300
250
ASPHALT
(150MM THICK)
STEEL WIRE MESH
PVC COATED
300
GREEN CONCRETE TILES
M-SWPC S/S
2715379.526
560469.706
AL NAKHEEL S/S
2709395.972
556884.160
ISUNI-2 S/S
2707742.252
555977.002
Pr
in
ce
SELECTED BACKFILL
(SUB-BASE COURSE MATERIALS)
110mmO
PVC DUCT WITH
/
5 SUBDUCTS AND F/O
COMMUNICATION CABLE
200
EASTINGS
Na
if
ibn
1200
RED CONCRETE TILES
NORTHINGS
ENLARGEMENT No.1
THERMAL SAND
500
500
200
ME
DI
AN
ELECTRICAL
BOX
CA
R
GATE
POST
PA
RK
IN
G
GATE
POST
LP
MH
W ATER
3000
WATER WELL
AS
PH
AL
T
WATER
TAP
SI
DE
W
WATER
SANITARY
MH
SH
ED
ME
DI
AN
MH
W ELL
LP
MH(S)
TAP
AL
K
CONC
FO
UN RET
DA E
TI
ON
MH
MH
MH
MH
RO
AD
ME
DI
AN
300
LP
CO
NC
RE
TE
LP
MH
FE
NCE
MH
NOTE:
DIMENSIONS ARE IN MILLIMETERS.
LP
ME
DI
AN
300
LP
GA
TE
500
PROPOSED HDD-2
APPROXIMATE LENGTH= 48.74m
SIDE
WA
LK
500
200
BU ILD
ING
NOT TO SCALE
HV POWER CABLES
WATER
TAP
MH
MH
LP
LP
PROPOSED HDD-2
APPROXIMATE LENGTH= 32.64m
WATER
O
P
PI
P
E
R
O
S
SANITARY
MH(S)
E
D
MH
I
m
R
D
W
A
Y
A
A
7.
10
W
m
6
D
AL
K
AL
K
SI
DE
W
SI
DE
W
E
S
O
58
58
6.
17
LV
ER
T
CU
PROPOSED
110/13.8kV
MADINAH ISTP
SUBSTATION
BU
PROPOSED 110kV UG CABLE
FROM EXISTING AL NAKHEEL
S/S TO PROPOSED M-ISTP S/S
IL
DI
NG
L
U
K
LP
O
C
E
MH
MH
5
F
E
N
SID
EW
ALK
MH
SANITARY
MH(S)
MH
MH
1
Ut
hm
an
AL
K
an
LP
th
m
LV
ER
T
CU
NOT TO SCALE
Ib
n
PROPOSED CDB-2
APPROXIMATE LENGTH= 15.16m
Af
fa
n
SI
DE
W
110kV U/G POWER & F/O CABLES TRENCH
CROSS SECTION IN DIRECT BURIED (2-CIRCUITS)
BM-1
Rd
110kV TYPICAL DETAIL DB-2
bn
SID
EW
Aff
AL
EX
K
an
IS
TI
N
(1 G
80
U
0m ND
E
m
RG
DI RO
AM U
N
ET D
ER W
A
12 TE
R
m
P
DE IP
EP EL
) INE
BU
IL
DI
NG
Rd
TAP
P
P
R
O
P
LP
LP
FENCE
WALLFENCE
SI
DEWALK
110mm O
HDPE DUCT WITH
/
4-SUBDUCTS AND
FIBER OPTIC CABLE
CULVERT
MH
ASPHALT ROAD
CONCRETE BARRIERS
CONCRETE
BARRIERS
CULVERT
CULVERT
CONCRETE BARRIERS
MH(S)
SANITARY
MH(S)
MH
BM-2
CULVERT
MEDI
AN
PROPOSED HDD-2
APPROXIMATE LENGTH= 48.74m
1X200mmO
HDPE DUCTS
/
WITH 115kV XLPE CABLES
SANITARY
WV
LP
MEDI
AN
ASPHALT ROAD
MH(T)
TELEPHONE
MH
SI
DEWALK
SI
DEWALK
GRADE LEVEL
BUI
LDI
NG
CU
BUI
LDI
NG
SI
D
EW
A
LK
LP
LV
ER
T
LP
EXISTING SOIL
PROPOSED 110kV UG CABLE
FROM EXISTING ISUNI-2
S/S TO PROPOSED M-ISTP S/S
K
500
VARIOUS
PROPOSED 110kV UG CABLE
FROM EXISTING AL NAKHEEL
S/S TO PROPOSED M-ISTP S/S
h
a
li
d
ib
n
A
l
NOTE:
DIMENSIONS ARE IN MILLIMETERS.
LOCATION OF COMMUNICATION DUCT CAN BE IN
EITHER SIDE OF THE TRENCH, DEPENDING ON SITE
W
ENLARGEMENT No.2
EXISTING 110/13.8kV
AL NAKHEEL SUBSTATION
a
li
d
NOT TO SCALE
R
d.
1500MIN (DEPENDENT ON THE CABLE DEPTH)
CABLE PHASE CLEARANCE VARIOUS (REFER TO TABLES)
A
L EX
N IS
A TI
K
H NG
E
E
L 110
S /1
U
3
B .8
S
T kV
A
T
IO
N
NATIVE SOIL THERMAL RESISTIVITY VALUE VARIOUS (AS PER SOIL REPORT)
TYPICAL DETAIL HDD-1 (WITHOUT SPARE DUCTS)
HV U/G POWER & F/O CABLES TRENCH
CROSS SECTION IN HORIZONTAL DIRECTIONAL DRILLING WITHOUT SPARE DUCTS (1-CIRCUIT)
K
NOT TO SCALE
SEE ENLARGEMENT NO. 2
K
h
a
li
d
ib
n
h
a
li
d
A
l
W
ib
n
A
l
W
a
li
d
R
d.
a
li
d
R
d.
TERRA TAPE WARNING
(FOR POWER CABLE)
TERRA TAPE WARNING
(FOR F/O CABLE)
GRADE LEVEL
PROPOSED HDD-1
APPROXIMATE LENGTH= 90.00m
Pri
nce
Nai
f ib
n A
bdu
lazi
z
400
600
300
250
ASPHALT
(150MM THICK)
SELECTED BACKFILL
(BASE COURSE MATERIALS)
STEEL WIRE MESH
PVC COATED
1200
RED CONCRETE TILES
300
GREEN CONCRETE TILES
SELECTED BACKFILL
(SUB-BASE COURSE MATERIALS)
110mmO
PVC DUCT WITH
/
200
5 SUBDUCTS AND F/O
COMMUNICATION CABLE
THERMAL SAND
HV POWER CABLES
300
300
200
300
200
1300
K
PROPOSED 110kV UG CABLE
FROM EXISTING AL NAKHEEL
S/S TO PROPOSED M-ISTP S/S
h
a
li
d
ib
n
A
l
PROPOSED 110kV UG CABLE
FROM EXISTING ISUNI-2
S/S TO PROPOSED M-ISTP S/S
W
a
li
d
R
d.
EXISTING 110/13.8kV
ISUNI-2 SUBSTATION
ENLARGEMENT No.3
NOTE:
NOT TO SCALE
DIMENSIONS ARE IN MILLIMETERS.
LOCATION OF COMMUNICATION DUCT CAN BE IN
EITHER SIDE OF THE TRENCH, DEPENDING ON SITE
q
ddi
lSi
r A
k
a
B
Abo
SEE ENLARGEMENT NO. 3
Pri
nce
Nai
f ib
n A
bdu
lazi
z
NOT TO SCALE
LEGEND
Sekk
ah A
l
hade
ed
q
qi
-A
Al
di
Wa
KEY MAP
EXI
STI
NG
1
1
0/1
3.
8kV
I
SUN
I
2 S/
S
EXI
STI
110
NG
/
ISU 13.
8
NI- kV
1S
/S
EXISTING 110/13.8kV
ISUNI-1 SUBSTATION
Pri
nce
Nai
f ib
n A
bdu
lazi
Pri
z
nce
Nai
f ib
n A
bdu
lazi
z
TYPICAL DETAIL DB-1
HV U/G POWER & F/O CABLES TRENCH
CROSS SECTION IN DIRECT BURIED (1-CIRCUIT)
PROPOSED 110kV UG CABLE
FROM EXISTING ISUNI-2
S/S TO PROPOSED M-ISTP S/S
NOTES
03
2021/03/01
RTA
ADD TYPICAL POWER CABLE TRENCHES
AMG
2021/03/01
02
2021/02/14
RTA
ADD SURVEY DETAILS AND SITE UPDATE
KMS
2021/02/14
01
2021/01/10
RTA
ADD SURVEY DETAILS AND SITE UPDATE
KMS
2021/01/10
REV.
No.
DATE
BY
DESCRIPTION
CHK'D BY
DATE
1. ALL VALUES ARE IN METERS.
PROPOSED SUBSTATION BOUNDARY LINE
TURAIF
REP. OF IRAQ
AL QURAYYAT
JORDAN
EXISTING SUBSTATION BOUNDARY LINE
AR'AR
SAKAKA
BRIDGE
3. USERS NOTING ERRORS OR OMISSIONS ON THIS MAP ARE
REQUESTED TO MARK HEREON AND RETURN TO SENIOR
CARTOGRAPHER.
OPEN MEDIAN
4. THIS MAP IS FOR STUDYING ONLY, NOT FOR BIDDING.
PROPOSED UNDERGROUND CABLE
5. APPROXIMATE ROUTE LENGTH OF PROPOSED 110kV U/G CABLE
ASPHALT ROAD
KUWAIT
IRAN
A
R
TABUK
A
HAFAR AL BATIN
B
A
I
HAIL
N
SCALE 1 : 12,000
G
NARIYA
U
110UG
L
The Site
F
JUBAIL
BAHRAIN
BURAYDAH
PROPOSED HDD/CDB
DAMMAM
QATAR
CULVERT
MADINAH
0
120
6. APPROXIMATE ROUTE LENGTH OF PROPOSED 110kV U/G CABLE
RIYADH
HOFUF
FROM EXISTING AL NAKHEEL S/S TO PROPOSED M-SWPC S/S
IS 8,797.31m. (ADDITIONAL 100M ALLOWANCE)
U.A.E.
240
360
480
600
1,200m.
METERS
FROM EXISTING ISUNI-2 S/S TO PROPOSED M-SWPC S/S
KINGDOM OF SAUDI ARABIA
IS 12,878.17m. (ADDITIONAL 100M ALLOWANCE)
TAIF
BASE MAP OF
CHECKED BY:
JEDDAH
MAKKAH
--
--
PROJECT ENGINEER
DATE
R
E
D
BAHA
S
‫ءﺍﺏﺭﻩﻙﻝﺍ ﻝﻕﻥ‬
E
A
OMAN
ABHA
CONCURRED BY:
National Grid SA
JIZAN
E
AFRICA
A
--
--
MANAGER, E&DD - WEST
DATE
WESTERN AREA
SHOWING ROUTE MAO FOR
PROPOSED (2) 110kV UG CABLE FROM
M-SWPC S/S TO AL NAKHEEL S/S
N
C
O
YEMEN
A
I
D
N
I
AND ISUNI-2 S/S
N
DRAWN BY:
REFERENCE DRAWINGS
DRAWING TITLE
DRAWING CONTROL SHEET
DRAWING NO.
FERAS.A.ALZAHRANI
2020/12/08
CARTOGRAPHER
DATE
THIS DRAWING AND THE INFORMATION CONTAINED
HEREIN ARE RESTRICTED. NO REPRODUCTION IN
FULL OR IN PART SHALL BE OBTAINED WITHOUT THE
CONSENT OF SURVEY & ROW DIV. - WEST
JOB ORDER NO.
20WC1033
WT- 925379
FIELD VERIFICATION BY:
__- ______
PLANT NO.
INDEX
WT-925382
NG1168
X
MAP NUMBER
SHEET
REV. No.
CERTIFIED BY:
CONTROL No.
________________________________________________
DRAWING NO.
UPUL SAMANTHA
----/--/--
SURVEY
DATE
ABDU BIN ABDULLA HOBANY
MANAGER, SURVEY & ROW DIV. - WEST
2020/12/08
DATE
0000000
SB-0000
1 OF 1
03
-----
NOTES
P
JOB ORDER NO.
INDEX
NG1168 WT-925380
PLANT NO.
DRAWING NUMBER
1 of 1
SHEET NO.
00
REV. NO.
LEGEND:
EXISTING SUBSTATION
EXISTING CABLE
EXISTING OHTL
PROPOSED SUBSTATION
PROPOSED CABLE
PROPOSED OHTL
PROPOSED UNDER OTHER PROJECT
GANTRY
110 kV BUS
MADINAH ISTP
ISUNI-2
110KV UGC CIRCUITS USING DOUBLE CIRCUIT
2
1x1200mm Cu XLPE
110KV UGC CIRCUITS USING SINGLE CIRCUIT
NAKEEL
2
1x1200mm Cu XLPE
REFERENCE DRAWINGS
DRAWING TITLE
110KV UGC CIRCUITS USING SINGLE CIRCUIT
2
1x1200mm Cu XLPE
DRAWING NO.
DRAWING CONTROL SHEET
WT-925379
20WC1033
P.T.S-N0
110KV UGC CIRCUITS USING SINGLE CIRCUIT
AS-BUILT
DATE
BY
2
1x1200mm Cu XLPE
__
_____
___
______________________
__
__
___
_____
___
______________________
__
__
___
_____
___
________________________
__
___
CERT.
APPD.
NO REPRODUCTI
ON I
N FULL OR I
N PART SHALL BE OBTAI
NED FROM
THI
S DOCUM ENT W I
THOUT THE W RI
TTEN CONSENT OF I
TS OW NER.
SALAM BSP
__
2
1x1200mm Cu XLPE
__
__
_____
REV.
NO.
DATE
___
________________________
BY
__
DESCRIPTION
___
CHKD.
SAUDI ELECTRI
CI
TY CO.
110KV UGC CIRCUITS USING SINGLE CIRCUIT
S.ZUBAIR
DRAWN BY
DATE STARTED
CHECKED BY
24-JAN-2021
CONCEPTUAL DRAWING
OPRG. DEPT.
FOR TENDERING PURPOSE ONLY
SAMI
SCALE
NTS
24-JAN-2021
DATE COMPLETED
ENG. DEPT.
THIS DRAWING IS NOT TO BE USED FOR
CONSTRUCTION OR FOR ORDERING
MATERIAL UNTIL CERTIFIED AND DATED
BY
DATE
CONNECTION DIAGRAM
INSTALLATION OF 110KV UNDER GROUND CABLES
FOR ISTP 110/13.8 KV SUBSTATION
MADINAH
JOB ORDER NO.
----
INDEX
P
SAUDI ARABIA
PLANT NO.
DRAWING NUMBER
SHEET NO.
NG1168
WT-925380
1 of 1
REV. NO.
00
THI
S DRAW I
NG AND THE I
NFORM ATI
ON CONTAI
NED HEREI
N ARE THE SOLE PROPERTY OF
CERTIFIED
SEC-D (2004/10)
___
VECTOR
SECD00
1
NOTES
NG1167
P
-----
1- NUMBER OF CT
s & PT
s CORES SHALL BE AS PER APPENDI
X-9
R
WT-925363
of
01
1
JOB ORDER NO.
INDEX
PLANT NO.
DRAWING NUMBER
SHEET NO.
REV. NO.
2- FOR CT
s & PT
s SPECI
FI
CAT
I
ON REFER T
O APPENDI
X-9.
3- 13.
8 KV SI
DE OF T
/F : RAT
I
NG OF BAYS 25 AND 40 SAME
AS BAY 9.
4- ALL 13.
8 KV CABLE FEEDERS RAT
I
NG SAME AS BAY 5 AND
BUS SECT
I
ON BAY 17 RAT
I
NG SAME AS BAY 32
B
E07
E03
E05
Y
E01
E04
E02
E06
E08
E10
5- CONT
RACT
OR SHALL FOLLOW NEW DESI
GNAT
I
ON SCHEME FOR
110KV SWI
T
CHGEAR AS FAR AS POSSI
BLE I
N CASE OF ANY
PHASE ROTATION
TO
TO
NAKHEEL
ISUNI-2
101
VT-L5 193
593
M
103
P1
220
2000A
230
2000A
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1
405
1600A
M
3
160OA
131A
M
141A
136
2000A
160OA
221B
M
M
261A
M
M
1600A
221A
131B
231A
M
134
2000A
M
M
224B
2000A
224A
2000A
121A
2
4
2000A, 40kA 1Sec
306
301Z
304
1600A
M
296A
301Y
VT-2A
5
M
194A
M
234
2000A
261B
141B
M
805
1600A
M
1600A
8
1600A
P2
801Z 806 801Y 804
M
M
10
160OA
1600A
2000A, 40kA 1Sec
M
160OA
P2 P1
6
M
7
M
296B
126B
2000A
126A
2000A
M
VT-2B
VT-1A
194B
9
M
12
11
BUSBAR-1B(LOWER BUS)
206 201Z
VT-1B
204 201Y
606 601Z
1600A
1600A
1600A
P1
P1
305
1600A
P2
205
1600A
P2
605
P2
VT-L2
M
VT-L6
M
293
693
GIS BUSDUCT (TYP.)
GIS BUSDUCT (TYP.)
GIS BUSDUCT (TYP.)
SF6 / AIR BUSHING (TYP.)
SF6 / AIR BUSHING (TYP.)
REFERENCE DRAWINGS
OIL TO AIR BUSHING
OIL TO
AIR BUSHING
50/67 MVA 110/13.
8k
V X=22% at50MVA
OLTC(+12.5,-20)% ONAN/ONAF
T2
10KJ ,20KA,96KV
OIL TO
AIR BUSHING
SAME AS T-1
T3
DRAWING TITLE
SAME AS T-1
DRAWING CONTROL SHEET
1 x 1C x 630 mm² - XLPE
1500 A
10 Sec.
PROJECT SCOPE OF WORK AND TECHNICAL SPECIFICATION
5
RESISTOR
RESISTOR
3600A
3600A
13.8 KV BUS-2
3600A, 25kA FOR 3Sec
1
3
2
4
5
6
7
8
3600 A
10
11
12
13
14
15
16
18
19
20
21
22
23
26
24
27
28
29
30
31
3600A, 25kA FOR 3Sec
32
25
34
35
36 37
38
33
39
41
42 43
44 45
46
47
48
630 A
1 x 1C x 630 mm²
1 x 1C x 630 mm²
XLPE/ PHASE
XLPE/ PHASE
7.0 MVAR
_____
___
______________________
__
__
___
__
_____
___
______________________
__
__
___
__
_____
___
______________________
__
__
___
01
03-03-2021
M.M
AS PER COMMENTS
M.M
M.M
M.M
CHKD.
CERT.
APPD.
40
1250 A
17
__
13.8 KV BUS-3
3600A, 25kA FOR 3Sec
9
1250 A
3600 A
DATE
BY
NO
CO.
13.8 KV BUS-I
20WN1032
5
AS-BUILT
3600A
WT-925359
I
N
5
RESISTOR
6x 1C x 630mm² -XLPE / PHASE
DRAWING NO.
REPRODUCTI
ON
10KJ ,20KA,96KV
REV.
NO.
DATE
BY
DESCRIPTION
7.0 MVAR
Y
Y
Y
Y
Y
Y
S.ZUBAIR
DRAWN BY
CABLE
FEEDER
CABLE
FEEDER
CABLE
13.8/.4 KV
CABLE
FEEDER
FEEDER
13.8/.4 KV
CABLE
CABLE
FEEDER
FEEDER
DATE STARTED
CHECKED BY
24-JAN-2020
SCALE
NTS
03-03-2021
DATE COMPLETED
OPRG. DEPT.
AUX-1
ENG. MOSTAFA
ENG. DEPT.
AUX-2
THIS DRAWING IS NOT TO BE USED FOR
CERTIFIED
CONSTRUCTION OR FOR ORDERING
TABLE-2
MATERIAL UNTIL CERTIFIED AND DATED
TRANSFORMERS
T1-T2-T3
DELIVERED POWER
50 /67MVA
NOMINAL VOLTAGE
110 /13.8KV
DATE
SINGLE LINE DIAGRAM
AND
CONCEPTUAL DRAWING
BY
CONSTRUCTION OF ISTP
110/13.8KV SUBSTATION
OLTC
TYPE
VECTOR GROUP
ONAN/ONAF
YNyn0 (d1)
FOR TENDERING PURPOSE ONLY
PHASE DESIGNATION
MADINAH
+12.5-20% @ 1.25%
UVW
JOB ORDER NO.
-------
INDEX
PLANT NO.
SAUDI ARABIA
DRAWING NUMBER
OF
SAUDI ELECTRI
CI
TY
10KJ ,20KA,96KV
THE I
NFORMATI
ON CONTAI
NED HEREI
N ARE THE SOLE PROPERTY
T1
SHEET NO.
THI
S DRAW I
NG
SF6 / AIR BUSHING (TYP.)
1 x 795 KCMIL (ACSR/AW) / PHASE
PART
OUTDOOR
I
N
OUTDOOR
FULL OR
OUTDOOR
SHALL BE OBTAI
NED
FROM
THI
S
393
2000A, 40kA 1Sec
604 601Y
1600A
P1
VT-L3
M
801X
P1
401Z 406 401Y 404
M
1600A
1600A
803
121B
P1 P2
BUSBAR-1A(LOWER BUS)
401X
BUSBAR-2B (UPPER BUS)
231B
236
2000A
HIGH SPEED EARTHING SWITCH
M
P2
101Z 106 101Y 104
M
1600A
893
P1
P2
501Z 506 501Y 504
1
403
FUTURE FEEDER
801
VT-L8
OF I
TS
P2
2000A, 40kA 1Sec
130
2000A
101X
105
1600A
M
401
VT-L8 493
BUS COUPLER-B
M
P1
505
BUS SECTION
M
503 501X
BUSBAR-2A (UPPER BUS)
BUS COUPLER-A
SCOPE OF WORK
CONSENT
501
E230
THE W RI
TTEN
VT-L5
E220
OW NER.
E130
LEGEND
WI
THOUT
SPARE
DI
SPUT
ET
HAT WI
LL BE FI
NALI
ZED AT DESI
GN ST
AGE.
FUTURE
SPARE
DOCUMENT
FUTURE
REV. NO.
1
P NG1167 WT-925363
of
1
01
SEC-D (2004/10)
DMS
VECTOR
SECD00
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
588.65
588.50
588.
23
588.
44
588.56
588.
63
PLANT NO.
DRAWING NUMBER
1
of
SHEET NO.
588.43
.21
588.
57
588
588.
38
588
588.
61
588.
38
588.
43
.4 9
.56
588.
53
.58
.36
5 88
58 8
.19
588
.
42
58
LP
51
8.
58
8.
4
1
5 88
BU ILD
ING
588.
66
588.47
58 8
58 8
.4 8
5
88 .
50
51
588.
58
8.
56
.4 0
588
58
8.1
7
5 88
1
58
8.
59
8.5
7
.36
8.4
.55
58
5 88
58
ME
DI
AN
8
.6
9
8
588.63
588.18
5
8
8
8
5
TAP
.4
8
8.5
7
.6
8
8
8
8
5
588.61
5
8
.50
58
8.3
8.4
6
5
588.76
58
8
58
8.
38
588.38
58
588.46
8.6
9
58
58
8.5
6
588.
20
8.4
9
8.5
6
58
8.
4
6
58
588.50
8.3
5
58
58
4
8.5
FE
NC
E
588.55
588.43
58
8.
61
26
00
40
00
FE
NC
E
WI
TH
15
00
40
00
EF
-2
SI
DE
WA
LK
40
00
)
Y
A
C
E
K
L
F
E
N
A
W
CA
M
V
DU
CT
m
D
P
O
CH
AN
NE
L
O
DR
AI
N
DU
CT
M
V
CA
P
20
0
WI mm
T
TH
IN H 8
K.
SU
0
CM
(
U
EX LAT mm
WA
TE
I
TH
LL
RN ON
K.
(
AL
TY
WA P.
)
LL
S)
BA BL
E
NK
R
SI
DE
WA
LK
Cor.#6
FE
NC
E
W
I
TH
AS
PH
AL
T
Cor.#8
587.81
58
8.2
5
BO
UN
DA
RY
Cor.#1
.1
3
5
8.0
58
BA BL
E
NK
Y
CA
M
V
A
DU
CT
W
K
2715368.25
560517.21
2715303.03
560474.23
2715303.31
560467.22
2715304.99
560424.21
REV.
NO.
L
D
Cor.#3
NORTHINGS
EASTINGS
2715304.99
560424.21
2715309.68
560416.73
2715314.81
560413.69
2715385.26
560453.44
2715358.51
560503.61
2715303.31
560467.22
2715304.99
560424.21
REMARKS
Cor.#4
WALLFENCE
43.04m
587.
90
587.
94 587.96
98
587.
04
588.
5
0
.
8
8
5
00
588.
08
588.
587.
64
06
88.
06 5
588.
58
7.
66
MEDI
AN
58
7.
98
07
8.
58
7
.9
7
8
5
8
.9
9
.1
2
THIS DRAWING IS NOT TO BE USED FOR
MATERIAL UNTIL CERTIFIED AND DATED
BM NO.
NORTHINGS
BM-1
2715381.50
560401.99
BM-2
2715292.00
560415.00
5
.9
6
7
7
8
8
587.63
5
587.39
587.66
LV
ER
T
8
5
.9
1
7
8
BUI
LDI
NG
ISTP SUBSTATION
BUI
LDI
NG
CU
.9
6
7
8
5
7
.9
6
58
7.
96
58
8.
1
0
587
.
91
5
587.55
5
.0
0
8
9
7
.
7
8
5
A
LK
SI
DEWALK
587.66
MADINAH
.8
7
587.45
SAUDI ARABIA
587.50
CONTRACT NO.
JOB ORDER NO.
INDEX
PLANT NO.
DRAWING NUMBER
SHEET NO.
REV. NO.
5
8
.0
7
5
5
8
7
.0
6
8
587.51
8
.1
5
8
.8
CONSTRUCTION OF 110/13.8kV
8
8
SI
D
EW
.63
587
5
1
588.
.9
7
587.66
08
588.
8
5
.7
7
8
5
5
587.
59
587.
63
587.
66
587.
88
68
587.
8
SI
DEWALK
5
8
8
DATE
587.
70
587.71
7
.8
7
8
5
587.80
587.73
7.
97
Mohammed O Al-ansari
SITE MAP LAYOUT PLAN
MH
.65
58
BY
EASTINGS
8
7
CERTIFIED
5
5
LP
ENG. & DESIGN
ENG. DEPT.
587
587.60
5
8
.1
9
LP
07-MARCH-2021
DATE COMPLETED
OPRG. DEPT.
TELEPHONE
587.59
588
.10
97
.
587
24-JAN-2021
587.
66
99
7.
58
5
9
.
7
8
5
--------
CONSTRUCTION OR FOR ORDERING
587.48
587.67
8
MH(T)
94
587.
APPD.
CHECKED BY M.MUSTAFA-T.MOAZ SCALE
66.12m
MH
587.62
CERT.
56.86m
Cor.#9
Cor.#8
LP
CHKD.
-------
587.
63
MEDI
AN
DESCRIPTION
S.ZUBAIR
DWN/PRP BY
DATE STARTED
BENCH MARK LOCATION
587.
70
BY
80.89m
587.
80
BM-2
DATE
DRAWING COMPLETION CERTIFICATE (DCC):
5.96m
588.14
587.48
587.56
M.M
8.83m
Cor.#2
E
560460.82
M.M
A
6
m
W
TO
M
SE UN
CI
WE I
PA
R
SY LI
TO
ST TY
EM
M
WA UN
CI
TE I
PA
R
SY LI
T
ST Y
EM
DISTANCE
Cor.#1
S
O
P
O
R
2715398.33
M.M
PROPERTY CORNER COORDINATES
587.67
5
560453.44
ASPER COMMENTS
ISTP SUBSTATION WITHOUT ROAD
587
.
92
5
8
8
.0
9
2715385.26
M.M
-------
SANITARY
587.59
587.
85
560413.69
07-MARCH-2021
PROPOSED 110/13.8kV MADINAH
MH(S)
MH(S)
587.55
587.
75
58
8.
08
8
8
ASPHALT ROAD
587.68
2715314.81
01
43.04m
Cor.#1
587.81
560416.73
7.02m
CORNER
7
587.53
2715309.68
78.11m
Cor.#7
588.39
588.21
4
3
0
4
6
58
7.
97
8
Cor.#3
FE
NC
E
W
I
TH
BO
UN
DA
RY
T3
02
P
3
7.7
58
587.87
58
7.
90
MH
587.52
560424.21
63.91m
587.83
8
2715304.99
REMARKS
5.96m
S
W
I
TH
E
ST
EE
L
TA
NK
SE
PT
I
C
4.
0M
BA BL
E
NK
PI
T
SE
EP
AG
E
RO
AD
EF
-3
WI
DE
LS
CD
O&
EW
S
37
76
6
SI
DE
WA
LK
18
63
44
08
HVA
C2
SE
WE
R
PI
PE
T
F
MA RUC OR
K
NH
FI
LL
OL
I
NG
E
(S
MH
)
(
2. TO
50 IL
0m ET
X2
.
50
0m
)
25
00
LA
V
SL
OP
E
1%
MH
-3
W
FE
NC
E
W
I
TH
TE
SE MP.
NS
OR
CO
MM
U
(R NI
C
AI
SE ATI
D ON
(7
00
FL RO
0x
OO
O
55
00
R) M
FR
ON
T
DP
-2
)
X8
70
0m
MV
DU CAB
LE
CT
BA
NK
UF
1
6RA
1
UF
3
18
00
DP
-1
DP
-3
15
00
I
SE
D
RO
OM
L
POD
UF
2
FR
ON
T
DCD
B
WA
LL
BC2
DP
-2
BC1
BM
P
DP
-2
X3
66
0)
73
55
L
P2
WA
LL
INS
UL
AT
ED
WO
RK
SH
(
73
OP
55
IN
SU
LA
TE
D
DP
-2
DP
-2
FL
OO
R)
6RB
AVC
16
3
L
P1
RA2
AVC
2
6RB
AVC
2
PP2
1
6RA
(4
ACS
94
3
E3
6RB
00
FR
ACS
x6
3
ON
SAS
17
E2
6RA
PP1
T
0)
ACS
4
S
I
F
A
3
S
6RB
E16
T
46
I
3B1
F
D
2 SAS
C
RA5
P8
6T
3A1
I
F
6RB
1 A
3
D
6T
02
CP7
MI
5
2B1
2
6RA
45
AM
6
T
6
2A1
I
1
DCP
6RB
RM
6
6T
63
1
7
B1
CB3
DCP
RM
6T
6
1
5
3CB
A1
RM
2
6BS
5
DCP
3CB
RM
4
6BC
1
HVA
4
2
RM
PD
CDCP
6
BC1
1
3
3
3BB
RM
6BB 6
C 3BB
B
2
DCP
CH B1
B/
RM
A&
2
B
1
2B 6BB1
A/
DCP
F
F
2A SA
CPS
1
S
F
COM
SAS
M
F
F
1
COM
ACP
M2 SAS
F
COM
C
SA
ON
M3C SAS
S4
O
S
T
M
SA
M4 AS
RO
S3
COM
L
SA
M5 SAS
S2
COM
RO
SA
M6 SAS
OM
S1
HVA
F
OD1 SAS
(3
C(R
02
3
F
OD2
45
A
SW
I
TC
HG
EA
R
DP
-2
25
X2 ROO
28
M
0)
RE
CO
RD
(
41
28
0)
WA
LL
IN
SUL
AT
ED
WI
N
30
00
D
(B
ASE
CA
ME
TC
NT
HE
VE
R
NT
(
I
LA
30
TI
00
ON
X2
)
13
.
8k
V
SE
T1
BA
TT
ER
Y
0X
RO
56
00 OM
)
BO
UN
DA
RY
RO
OM
GI
S
(3
00
00
x1
20
00
)
kV
20
00
SE
T1
BA
TT
ER
(
74
Y
0
SI
DE
WA
LK
AS
PH
AL
T
WA
LK
WA
Y
WI
DE
1.
0M
24
00
0
13
2
1.
0M
74
00
BA
TT
ER
Y
20
40
(
TY
P)
127
OU /2
TL 20V
ET
DP
-1
INS
UL
AT
ED
DP
-4
WAL
L
Y
R
GT
-0
2
WA
LK
WA
Y
WI
DE
GT
-0
1
10
00
T3
01
5
MH
-2
FU
TU
RE
GT
-0
3
ST
EE
L
10
20
0
40
00
FU
TU
RE
89
83
FU
TU
RE
CM
H#
(T
03
YP
E1)
588.36
8
8.2
58
15
87.
.1
588
8
588.25
58
8.
19
8.
21
58
58
8.
19
SANITARY
587.67
587.94
58
8.
16
39
00
GR
AS
AT
I
NG
PH
AL
T
WI
TH
30
00
20
40
(
TY
P)
WI
TH
CH
AN
NE
L
AS
PH
AL
T
DR
AI
N
BO
UN
DA
RY
588.41
588.26
EN
ST D C
UB
AP
OU
T
8.
07
58
8.
06
58
8.
04
58
GR
AT
I
NG
BO
UN
DA
RY
CH
AN
NE
L
30
0
30
00
10
20
0
30
00
30
0
30
00
GR
AT
I
NG
ST
EE
L
588.34
8.1
1
58
8.0
9
58
8.
11
58
8.
11
58
8.
11
58
8.
08
58
SI
DEWALK
587.73
587.62
5
8
8
.0
4
P
IP
E
RO
CO AD
MA NNE SHA
CT LL
I
N
RO ED BE
GA
AD TO
TE
#
2
DR
AI
N
00
0
30
00
HV
DU
C
CT ABL
BA E
NK
80
89
4
FE
NC
E
0
8.5
58
RO
CO AD
MA NNE SHA
CT LL
I
N
RO ED BE
GA
AD TO
TE
#
2
8.1
1
58
5
8.3
58
1
8.3
58
8.
31
58
.2
8
58
8
8.
28
58
8.
25
58
8.
22
58
8.
25
8.
00
85
7.
58
58
66
11
2
8.5
58
58
E
588.49
588.
5
HV
DU
C
CT ABL
BA E
NK
3
8
.3
3
5
8
588.51
WI
TH
58
8.
32
58
6.
22
58
8.1
3
LV
ER
T
58
7.
10
58
6.
17
CU
AL
K
SI
DE
W
DP
-2
4
8.3
8
58
8.4
9
.3
6
5
8
8
588.33
EX
5
8
8
IS
.5
2
TI
N
(1 G
80
U
0m ND
ER
m
G
DI RO
AM U
N
ET D
ER W
BO
UN
A
DA
RY
12 TE
WI
TH
R
m
FE
NC
P
E
DE IP
EP EL
) IN
SID
EW
AL
K
588.33
5
8
8
.5
4
3
8.3
58
10
20
0
Ibn
5
8
8
.2
3
Ut
hm
an
588.24
8.1
6
58
58
9
1
588.
58
7
.7
7
8
5
587.77
BOUNDARY WI
TH FENCE
587.87
587.91
58
8.
03
588.
05
587.91
58
7.
67
588.05
587.85 587.87
5
8
8
.0
3
5
Cor.#2
Cor.#5
588.24
587.64
588.02
B
1
8.4
58
Aff
an
588.27
588.51
8
5
8
8
.4
588.48
SID
EW
AL
K
6
5
8
8
.2
3
5
8
8
.4
Rd
.2
9
5
8
8
.5
1
5
8
8
588
.08
Rd
Af
fa
n
Ib
n
58
8.7
5
26
8.
58
.32
588
5
8
8
.0
7
58
8.
30
AL
K
SI
DE
W
8.
12
58
58
an
th
m
1
8.
07
.2
8
8
5
58
8.
06
7.
91
58
AL
K
SI
DE
W
588.57
588.06
588.14
EASTINGS
15.01m
58
7.
71
LV
ER
T
U
5
8
8
.1
7
1
BOUNDARY WI
TH FENCE
FENCE
5
8
7
.
5
2
CU
588
.
39
5
.0
8
15
00
NORTHINGS
8.83m
Cor.#4
588.15
587.
60
8.
29
6
.4
8
8
5
8
BA
NK
RM
U1
DISTANCE
Cor.#1
587.66
5
15
00
1%
SL
OP
E
26
00
0
DU
CT
CORNER
80.89m
5
8
8
.0
RM
U2
587.87
.9
6
8
.2
CA
BL
E
26
00
12
10
29
00
MV
588.45
588.21
25
00
BA
NK
-1
AR
EA
26
00
16
50
15
00
30
45
80
0
DP
-1
588.21 588.23 587.92
588.32
26
00
18
00
12
10
12
20
15
00
PROPERTY CORNER COORDINATES
588.49
37
76
1%
SL
OP
E
32
00
.9
5
2
588.56
10
00
22
00
SB
16
00
15
00
EW
S
OW
S
OW -2
S1
40
00
10
00
1%
SL
OP
E
SI
DE
WA
LK
61
70
AR
EA
588.05
5
8
7
1
8.0
.1
6
87
00
UG
/
WT WT
PC
DP
-1
7
.9
58
8
DP
-1
46
40
0
8.
15
588.42
LC
LM
70
00
RO
OM
-1
0x
87
00
)
10
00
DP
-1
58
7
SI
DE
WA
LK
80
0
12
78
M
CA DF
BI
NE
T
ISTP SUBSTATION WITH ROAD
588.13
SB
80
0
CE
C
NT B
ER
7
3
.0
8
FOI
P/
MC
P
90
0
FOI
P/
70
MC
0
P M
90
DFO
TE
0
80
F
0
80
0
80
0
DC
PD
B1
PROPOSED 110/13.8kV MADINAH
9
119
0
F
80
0
D
80
CA ATA
BI
0
NE
FO
T
CA CMR
BI
NE
T LAN/
CA WA
BI
NE N
T
24
00
80
0
60
06
00
10
00
19
80
80
0
F
48
V
SW REC
I
TC T.
MO HDE
DC
P
12 DB-2
5V
DC
CE
C
NT B
ER
8
8
15
588.
5
DP
-1
587.97
DN
CE
C
NT B
ER
CE
C
NT B
ER
.9
1
6
588.14
DP
-2
DP
-2
F
F
F
15
00
CEN C
B
TE
R
18
00
BA
NK
-2
CA
PA
CI
TO
R
588.13
6
588.47
CE
C
NT B
ER
CE
C
NT B
ER
7
15
00
DP
-1
F
F
AC
DB
DP
-1
ST
A
FO IRC
AS
R
EA
RE
2
FE RCH
I.
R
DE
DW
TA
G.
IL
UA
S
-3
07
52
5
FE
NC
E
119
0
F
EQ
UI
PM
EN
(7
T
00
CE
C
NT B
ER
17
25
WI
TH
588.39
588.23
588.00
10
00
39
00
8
ST
AI
RC
FO
AS
R
EAR
1
CH
RE DET
I
AI .
FE
LS
UA R D
-3
WG
07
.
52
5
DP
-1
EF
-1
45
0
10
00
58
1%
SL
OP
E
RO
AD
F
CR
A
AC NE
C
LA ESS
D
FO DER
R
DE
AR 2
T
C
RE AIL HI.
S
F
UA ER
-3
DW
07
G.
31
7
CE
C
NT B
ER
DN
588.01
588
.
25
WI
DE
BO
UN
DA
RY
CE
C
NT B
ER
UP
5
8
8
.5
588.57
FI
RE
CE
C
NT B
ER
DP
-2
5
588.51
588.10
87
00
30
00
DATE
BY
587.90
588.50
18
00
12
00
0
R
DP
-2
41
25
IL
DI
NG
D
21
30
CE
C
NTE B
DP
-2
EW
22
80
AS-BUILT
588.44
4.
0M
36
60
22
80
0
0
15
BU
A
588.22
588.38
12
00
S
GA
RT
CA
CE
I
RV
SE
MH
587.91
587.96
9
.0
8
8
5
8
.0
0
O
588.78
50
0
R
5
7
8
8
588.57
R
ASPHALT ROAD
98
.
587
3
.1
8
8
5
58
8.
1
0
58
8.
05
m
80
0
6
SF
588.24
MH
56
85
0
00
39
00
13
C .8k
A
V
B
O
LE
C
P
A
E
B
N
S
LE
IN
H
A
G
FT
TU
A
N
T
N
B
E
A
L
S
E
M
E
N
T
WA
LL
WA
LL
MC
CB
02
8.
58
.2
5
5
HV
DU
C
CT ABL
BA E
NK
30
5
589.07
MH
588.20
588.79
1
LC
LM
1
587.
88
5
8
.9
7
8
5
SANITARY
MH(S)
588.40
O588.87
S
E
D
BA
NK
39
00
58
8.
00
58
8.
23
588.63
P
40
00
SU
MP
PI
T
SU
MP
PI
T
13
00
13
588.
8
588.
1
5
90
587.
O
588.53
588.13
88
27
R
FE
NC
E
49
23
17
25
48
32
588.20
8
2
.2
8
8
5
WV
DU
CT
WI
TH
LC
LM
3
68
00
44
75
MV
588.19
7
8.1
5
5
8
8
.2
3
CA
BL
E
588.17
58
5
8
8
.2
8
WV
P
587.48
588.78
588.88
BO
UN
DA
RY
20WN1032
588.13
588.79
RO
AD
PROJECT TECHNICAL SPECIFICATIONS (PTS) NO
588.49
586.85
588.75
1%
SL
OP
E
WI
DE
588.26 587.26
587.45
13
.
8k
CA
V
BL
CA
E
BL
OP
SH
E
EN
AF
TU
I
NG
T
NN
EL
AT
BA
SE
ME
NT
4.
0M
588.77
588.67
588.66
SI
DE
WA
LK
GR
AV
EL
17
588.
58
8.
30
WT-925359
588.27
588.29
588.84
588.03
588.05
5
8
8
.
3
1
5
8
8
.2
9
58
8.
1
2
DRAWING CONTROL SHEET
588.45
588.30
588.34
4
FI
RE
2
588.51
588.54
588.63
588.77
10
00
GR
AV
EL
588.13
65
59
5
.2
8
8
5
5
8
8
.
2
8
70
00
588.60
588.84
SU
MP
PI
T
15
00
CA
PA
CI
TO
R
588.43
588.52
589.10 588.93
58
8
.7
5
8
.2
3
3
88
.3
3
3
TAP
588.58
588.73
588.94
587.53
5
8
8
.
16
7
2
.
8
8
5
0
.5
8
8
5
588.50
BU
IL
DI
NG
8
2
.
8
8
5
2
.5
8
8
5
588.53
588.28
26
588.
5
8
.4
8
8
5
8.
17
5
8
24
00
LP
588.44
WATER
588.68
588.59
15
00
MV
588.30
588.46
588.34
588.62
588.59
11
07
1
58
8
.
43
588.43
588.73
588.88
48
7.
58
58
8.
04
8.1
2
588.54
10
00
Fe
nc
e
Ty
pe (Typ
-I .
V )
588.59
58
7.
60
58
7.
95
58
7.
96
58
588.99
MH
-4
TE
LE
CU
CO
ST
M
OM
AR
ER
EA
EX
TE
RN
AL
588.44
0
.3
8
8
5
1
.1
5
8
8.
75
8
588.65
BA
NK
-3
58
8.
19
58
5
8
8
.3
4
8.
56
588.53
8
58
8.2
0
58
5
8
.1
0
31
588.50
588.91
70
00
588.
588.31
588.40
588.76
588.80
588.48
CA
PA
CI
TO
R
DRAWING NO.
8
1
588.
588.18
588.94
56
00
MV
DRAWING TITLE
588.38
588.45
588.93
588.78
MV
13
.
8k
CA
V
BL
CA
E
BL
OP
SH
E
EN
AF
TU
I
NG
T
NN
EL
AT
BA
SE
ME
NT
588.17
588.43
588.68
4
FI
RE
5
8
8
.4
3
588.47
589.00
588.75
588.64
588.42
588.53
5
5
20
00
588.36
588.70
588.96
588.96
588.14
58
8.
588.12
1
2
588.30
589.05
588.52
58
8.
25
588.38
588.54
588.41
EQ
UI
PM
EN
RO
OM T
TAP
588.46
588.08
58
8
.
31
588.31
588.61
588.94
588.36
588.49
588.49
588.15
58
588.46
WATER
589.13
588.50
63
60
BA
TT
RO ERY
OM
588
.
5
589.08
588.37
588.42
588.56
588.32
588.50
LP
588.
09 58
8.
1
2
58
8.3
6
8
5
588.38
588.15
588.50
588.75
588.88
588.80
588.53
588.49
588.66
588.33588.54
LP
5
8
8
.1
7
8.
46
58
8.2
588.85
589.05
REFERENCE DRAWINGS
588.36
588.82
589.01
588.54
588.33
LP
588.34
588.14
588.77
588.83
588.68
588.04
58
8
.
20
588.20
588.46
589.01
7
.1
8
8
5
5
8
8
.
3
2
588.11
588.80
589.00
588.12
588.08
58
8.
44
588.44
588.77
588.63
MH
MH
588.17
588.40
588.74
588.61
588.70
588.41
MH
588.07
5
.2
8
8
5
58
8.3
2
MH
588.27
588.57
588.90
588.51
SANITARY
LP588.10
588.76
588.33
CO
NC
RE
TE
588.07
588.55
588.07
588.06
588.91
58
8.
28
588.26
588.05
5
8
8
.3
588.32
2
588.70
588.33
LP
588.07
5
8
8
.1
588.18
8
588.96
LP
MH(S)
RO
AD
588.77
MH
LP
MH
MH
M
H
LC
LM
-4
58
8.
29
TAP
588.77
588.14
02
588.
WATER
AL
K
588.35
588.43
5
8
8
.
0
2
MH
588.10
588.37
588.71
MH
58
7.
87
BM-1
588.
27
58
8.
29
5
8
8
.
7
5
MH(S)
MH
8.7
58
589.13
SANITARY
58
6
3
.
8
8
5
8.3
5
588.69
1
7
.
8
8
5
588.71
588.46
58
7.
80
5
8
8
.
0
7
.
22
588.22
588.48
589.02
MH
588.14
1
588
8.1
6
588.49
588.66
.4
8
8
5
58
75
8.
8
5
588.78
588.48
58
8.
25
SI
DE
W
.4
588.40
0
WATER
58
6
588.50
CO
FO NCR
ET
UN
DA E
TI
ON
AS
PH
AL
T
58
8.
22
588.22
588.58
5
8
8.3
8
.4
588.56
588.66
MH
ME
DI
AN
0
5
8.3
8
5
8
.5
2
8.5
58
58
588.49
588.69
58
05
8.
9
.5
8
8
5
588.65
ME
DI
AN
M
H
58
8
.
4
588.41
1
588.59
58
8.
07
58
8.3
4
.3
8
58
GA
TE
LP
.5
8
8
5
58
58
8
71
587.
GA
TE
8.3
6
588
58
8.2
1
8.6
0
58
9
58
8.3
.36
.52
588
58
588.33
58
7.
73
LP
SH
ED
.
37
588.86
587.
71
588.24
58
8
.
44
588.44
58
588.45
8
PO
ST
03
8.
58
587.
95
588.60
9
4
.
8
588.49
8
5
7
.4
8
8
5
1
1
8.
58
587
.
89
588.59
6
588.53
4
.
588
PA
RK
IN
G
ME
DI
AN
8.3
8
58
SID
EW
AL
K
588.40
5
8
8
.
3
1
8
PO
ST
588.57
58
8.
1
5
8.5
58
8.
1
7
58
.37
588
.54
588
58
8.4
4
GA
TE
588.49
587.
83
CA
R
588.49
588.47
National Grid SA
INDEX
1
N
P
NG1167
WT
925364
1 of
1
01
THIS DRAW ING AND THE INFORM ATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF
JOB ORDER NO.
WT 925364
NG1167
2. THE ORIENTATION AND NUMBER OF DUCT BANKS WILL BE FINALIZED AT DESIGN STAGE.
THIS DOCUM ENT W ITHOUT THE W RITTEN CONSENT OF ITS OW NER.
CONTRACT NO.
1.
NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM
P
NOTES
NG-D (2012/01)
VECTOR
NGD00
01
REV. NO.
1500
1655
1N
FAN.12
1600
FAN.5
985
FAN.6
FAN.7
EL=+0.00
T.O.F
FAN.8
1V
1U
1W
Q
E2
FAN.11
E2
1N
FAN.5
FAN.6
FAN.7
E2
1N
3W' 3U
MV SIDE
FAN.1
FAN.9
X0
FAN.4
FAN.14
FAN.13
X1
X2
X3
FAN.2
FAN.3
FAN.10
EL=-0.60
FAN.1
FAN.9
MV SIDE
9270
(4X1) 225 MM { PVC SLEEVES FOR
110KV INCOMER FEEDERS CABLES &
1X110MM { PVC SLEEVE FOR FIPER
OPTIC CABLES
3000
3000
EL(-)1.50_
SLOPE 14%
CAUTION
2650
WATER TANK
STORM WATER CHANNEL COVERED
WITH STEEL GRATING
EL(-)1.60_
UGWT
SLOPE 3%
ON CHANNEL
EL(-)1.60_ LM-2
7670
0
4
4
4
D1
2709405.601
E 556820.716
EL(-)3.074
EL(-)3.053
REMOVABLE PRECAST BOUNDARY WALL
2000
N
2000
DISCHARGE PIPE
OUTSIDE THE
SUBSTATION AREA
63723
EL(-)3.00_
REMOVABLE PRECAST BOUNDARY WALL
DISCHARGE PIPE
OUTSIDE THE
SUBSTATION AREA
EL(- )0.
077
SLOPE 7%
EL(-)3.013
PROPOSED 6M
SUBSTATI
ON AREA
EL(- )1.
488
EL(- )1.
018
ROAD
60342
TOA
__
___
__
_____
___
______________________
__
__
___
__
-
___
-
-
__
___
CHKD.
CERT.
APPD.
DATE
BY
DESCRIPTION
S.ZUBAIR
CHECKED BY M.MUSTAFA-T.MOAZ SCALE
24-JAN-2021
A3=1:600
24-JAN-2021
DATE COMPLETED
ENG. & DESIGN
ENG. DEPT.
CERTIFIED
THIS DRAWING IS NOT TO BE USED FOR
BY
----------
DATE
HIGHLITED NEW SCOPE OF WORK
6MTR. WIDE SLIDING GATE
CORD-4
6000
N
EL(-)3.00_
CONSTRUCTION OF 110/13.8kV
2709363.158
E 556876.033
REF. POINT BM = +612.538(TOPOGRAPHY LEVEL) = -3.00(RELATIVE LEVEL)
RELATIVE LEVEL = TOPOGRAPHY LEVEL = 615.538
SLOPE 7%
EL(- )0.
548
EL(- )1.
895
EL = - 0.
54
EL(- )0.
75
6000
C
SH5
EL(-)3.017
EL(-)3.005
CORD-5
EL(-)3.019
BM
__
MATERIAL UNTIL CERTIFIED AND DATED
EL(-)3.005
CORD-6
______________________
EL(- )3.
005
EL(-)1.60_
C
3600
SLOPE 1%
SLOPE 1%
EL(-)1.60_
___
CONSTRUCTION OR FOR ORDERING
SLOPE 14%
ON CHANNEL
EL(-)1.60_
P
RETAI
NI
NG W ALL
SLOPE 3%
ASPHALT AREA
EL(-)1.56_
2650
E 556820.209
SLOPE 1%
N 2709410.011
W
A
LL
D1
R
E
T
A
IN
IN
G
CORD-7
EL(-)1.56_
_____
OPRG. DEPT.
EL(-)2.56_
RETAINING WALL
EL(-)1.56_
__
DATE STARTED
7200
EL(-)1.56_
___
THIS DOCUM ENT W ITHOUT THE W RITTEN CONSENT OF ITS OW NER.
EL(+ )0.
393
EL = - 0.
55
EL = - 0.
55
ON CHANNEL
EL = - 0.
54
EL = - 0.
54
ASPHALT
ROAD
4M
3000
10200
RETAINING WALL
__
DWN/PRP BY
6M CONCRETE ROAD
EL(-)1.56_
__
NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM
3%
SLOPE
3%
SLOPE
CABLES
FOR M V 13.
8KV O/G
{ PVC
SLEEVES I
N DUCT BANK
EL = - 0.
50
1500
760
PI
T
SOAK
EL(-)2.50_
9270
SLOPE 1%
EL(-)1.50_
SLOPE 1%
EL(- )1.
50_
RETAINING WALL
EL(- )1.
50_
3000
SLOPE 1%
3000
OIL PIT
FAN.13
EL(- )2.
663
FAN.2
PRECAST BOUNDARY WALL
T03
X3
OIL PIT
9270
6000
FAN.10
EL=-0.60
OIL PIT
SLOPE 14%
X2
6000
FAN.14
FAN.13
X1
FAN.3
EL(- )2.
50_
FAN.9
FAN.4
1000
656
MV SIDE
X0
FAN.1
SLOPE 1%
RETAINING
WALL
T02
X3
FAN.2
FAN.10
FAN.14
X2
6000
EL=-0.60
X1
FAN.3
6000
X0
FAN.4
350
1300
1300
T01
1W
Q
E2
______________________
7915
EL=+0.00
T.O.F
FAN.8
1V
1U
___
DRAWING COMPLETION CERTIFICATE (DCC):
FAN.16
R
S
656
3W' 3U
FAN.12
HV SIDE
1380
_____
REV.
NO.
SA
FAN.15
R
S
EL=-0.50
FAN.16
HV SIDE
350
NGR
-3
__
1500
CSE
EL=-0.50
FAN.11
SLOPE 1%
DATE
BY
National Grid SA
1500
EL(-)1.00_
AS-BUILT
-------
EL(-)2.999
N 2709366.811
E 556871.272
EXISTING AL NAKEEL SUBSTATION
MADINAH
CONTRACT NO.
JOB ORDER NO.
INDEX
P
SAUDI ARABIA
PLANT NO.
DRAWING NUMBER
SHEET NO.
-----
WT 458898
1 of
1
REV. NO.
0
THIS DRAW ING AND THE INFORM ATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF
E2
3W' 3U
1000
FOR 13.8KV INCOMER CABLES
OF TRANSFORMERS (2&3)
FFL=+0.00
SSL=-0.05
1700
OUTSI
DE THE
2900
1W
Q
E2
1800
(3X2) 225MM { PVC SLEEVES
SA
EL=+0.00
T.O.F
R
S
E.F
---------
EL(- )1.
958
1V
1U
NGR
-2
FAN.15
LM-1
MANHOLE
CSE
FAN.16
FAN.8
E.F
1720
DRAWING CONTROL SHEET
EL(- )2.
193
FAN.7
4000
FFL=+0.00
-
DRAWING NO.
PROJECT TECHNICAL SPECIFICATIONS (PTS) NO
SLOPE 7%
FAN.6
EL(+)0.00
FFL
2900
FM-200
CABLE CORRIDOR
1500
EL=-0.50
SA
FAN.12
E10
LCC
2740
1500
FAN.11
FM-200
127(TYP.)
740
DI
SCHARGE PI
PE
E08
LCC
E06
LCC
(3X2) 225MM { PVC SLEEVES
FOR 13.8KV INCOMER CABLES OF
49800
TRANSFORMERS (1)
RC FI
RE W ALL
NGR
-1
1600
STORE
SEPTI
C TANK
1600
D3
3545
E04
LCC
E02
LCC
1115
D3
2000
10700
1600
FM-200
OFFICE/
RECORD
ROOM
740
1700
E230
LCC
E220
LCC
E130
LCC
E01
LCC
2200
100
100
1600
1500
SLOPE 1%
E03
LCC
2200
100
1600
1500
D1
SLOPE 14%
1600
100
2200
TOILET
4800
PLATFORM
FM-200
D1
FFL=+0.00
-
1700
3400
EL= + 0.
00
-
362
1008
REFERENCE DRAWINGS
700
1700
BATTERY
ROOM
1600
E05
LCC
75
1500
5650
D2
PANEL
RETAI
NI
NG W ALL
1634
SH6
1500
1634
H
CHEMICAL DRY PIT
SLOPE 5%
STAIR-2
FM-200
6290
1634
SH6
1500
850
1000
1634
1000
EL = - 0.
50
6400
FUT.
2260
EL(-)0.50_
2110
0
0
E.W. 15
R
4000
1600
PLATFORM
2260
FUT.
AH51
AH50
CP- 03
AH49
AH48
AH47
AH46
AH45
AH44
1500
2390
125V DC BATTERY
(92x2=184) CELLS)
4000
2455
(9X4) 200 M M
M FACP
EL= + 0.
00
-
D
0
2
+
R
2
R
1
D
0
8
+
F
U
T
U
R
E
A
V
C
A
V
C
D
0
6
+
A
V
C
D
0
6
+
I
/C.
3
AH43
AH39
AH42
AH41
1500
362
D1
2000
1705
EL = - 0.
50
C
MI
MI
PRINTER
D
0
U 0
H
W
1
2
R
1
D
0
6
+
R
2
R
1
D
0
0
+
D
0
0
+
D
0
0
+
D
0
4
+
D
0
4
+
R
2
3
R
1
H
0
0
R
1
R
1
D
0
2
+
R
2
1
R
2
D
0
2
+
R
3
H
0
0
AH38
AH37
AUX.
02
AH36
B/R
AH35
B/S- 2
AH34
AH40
1860
250
3200
S2
FFL=+0.00
D1
4000
1100
D1
ON CHANNEL
EL = - 0.
50
PRI
NTER
D
U 00
H +
W
2
U
H
K
0
1
U
H
K
0
2
U
H
K
0
3
U
H
K
10
U
H
K
3
0
U
H
K
2
0
A
U
H
K
4
0
R
1
D
2
3
0
+
1
D
2
2
0
+
R
1
U
V
LS
+
R
2
U
V
LS
+
U
F
LS
+
R
2
U
F
LS
+
D
13
0
+
D
0
1+
D
0
1
R
2
R
1
R
2
D
0
3
+
R
1
-3
P
BB BB
S1
700TYP.
9000
FFL=+0.00
SSL=-0.004
3200
(LOWER BUS)
EL(+ )0.
863
SLOPE 7%
5000
SLOPE 1%
F
U
T
U
R
E
F
U
T
U
R
E
S
E
R
1
F
U
T
U
R
E
F
U
T
U
R
E
1000
1
A
H
0
3
+
D
0
S 0+
C
A
1
1
A
H
2
0
+
D
S 00
C +
A
2
A
H
4
9
+
1
E
M
-
A
C
C
S
=
=
=
E
M
-
E
M
-
3
2
1
A
M
I-
2
=
A
M
I
=
E
M
-
R
1
CORRIDOOR
1500
1600
1600
1500
D
0
3
(UPPER BUS)
EL(+ )0.
00
FFL
1600
FAN.5
6290
R
3
AH33
AH32
D1
D2
D
SLOPE 1%
D1
4086
BUSBAR-2B
4000
640
4500 100
1
P
-
6300
250TYP.
1600
HV SIDE
1000
1000
127
SCOPE OF W ORK
FFL=+0.00
SSL=-0.004
KI
TCHEN
140
FAN.15
SLOPE 1%
2X160MM { PVC SLEEVES
FOR 125V BATTERY
9000
CABLES
1000
1860
FM200
ROOM-1
SLOPE 1%
100
E07
LCC
CP-02
EL(- )2.
93_
2500
1X160MM { PVC
PIPES FOR 125V
BATTERY CABLES
FRONT
RC FI
RE W ALL
1100
(1X3){110mm PVC PIPE
FOR OUTDOOR LIGHTING
1000 CABLES @ -0.7 M B.O.S
RETAI
NI
NG W ALL
U
F
LS
-4
P
ISUN-2 GRID-T03 EQUIPPED
FOR SPARE
S/S
EL(+)1.104
DRAWING TITLE
250
1634
SLOPE 1%
SLOPE 14%
4
5
E
M
=
D
0
5
+
R
2
1
E10
1296 NEW
100
1600
3500
1500
1000
SLOPE 7%
10200
EL(- )3.
00_
AH31
AH30
AH29
P
-
E08
4378
1634
3000
6000
G12
8X800=6400
4500
COUPLER-B
100(TYP)
SUBSTATI
ON AREA
G11
MAIN DCDB
6X800=48001000
1250
SECTION
EL(-)2.93_
6M TR. W I
DE SLI
DI
NG GATE
R
D2
5750
COUPLER-A
GRID-T02
E06
CSE
SLOPE 1%
R
DCP-1
5750
BUS
E04
2500
BUS
E02
(TYP.
)
BUS
E230
6609
1634
1500
EL(- )2.
997
F
U
T
U
R
E
D
0
5
+
F
U
T
U
R
E
M AI
N ACDB
AH28
I
/C.
2
AH27
2
E220
4100
SHUTTER
ROLLI
NG
4M
908
7850
6560
EL(- )2.
957
F
U
T
U
R
E
F
U
T
U
R
E
6
E
M
=
11100
N01
N02
3300
AH26
AH25
AH23
AH22
AH21
CP- 02
AH20
127(TYP.
)
E130
SLOPE 1%
BUSBAR-1B
STAIR-1
EL=-0.60
+
FFL=+0.00
SSL=-1.10
1000
(UPPER BUS)
EL=-0.50
+
DCP-2
FFL=+0.00
SSL=-0.05
FM-200
CENTER
SLOPE 1%
+
13.8KV SWGR ROOM
CB
EL(-)1.115_
R
+
3X1000=3000
5870
BUSBAR-2A
(LOWER BUS)
1500
47350
34000
DN
R
H
0
0
PANEL
FM-200
AC SDB- A
PANEL
FM - 200
F
O
IP
W ALL M OUNTED
FFL= + 0.
00
SSL= - 1.
10
10006X800=4800
FFL=+0.00
SSL=-0.05
BUSBAR-1A
+
+
SAS DC
ELP
110KV GIS ROOM
1500
C
19500
D4
SLOPE 7%
ASPHALT ROAD
GRID-T01 AS SALAM
BSP
+
12650
EQUIPPED
FOR SPARE
2500
EL(-)1.50_
PRECAST BOUNDARY WALL
OUTSI
DE THE
DI
SCHARGE PI
PE
H
R
3164
FUTURE
E01
R
3813
2541
6000
ON CHANNEL
3%
SLOPE
CABLES
PVC SLEEVE FOR FI
PER OPTI
C
{
1X110M M
EL(- )3.
064
FEEDERS CABLES &
{ PVC SLEEVES
FOR HV 110KV I
NCOM ER
(4X1) 225 M M
EL(- )3.
116
SH6
=
R
FCPS
CONTROL ROOM
SSL=-0.004
362(TYP.)
E03
-
HVAC CP-1
HVAC CP-2
OLP
127(TYP.
)
1322
500
362
1700
7500
+ DDF
DVM #1 DVM #2
TELECOM
FM200
ROOM-2
FFL=+0.00
7X800=5600
B/R
AH19
B/S- 1
AH18
M ET
AH17
AH15
AUX.
01
AH16
3X1000=3000
D1
E05
SLOPE 1%
1600
+ PSE#1 + PSE#2
+ SDH
+ LAN
ROOM
/W AN
F
U
T
U
R
E
F
U
T
U
R
E
F
U
T
U
R
E
E.F
1500
EL.
= - 0.
50
1500
DC-DC
CONV-1
23914
2000(TYP)
ILP
(3X1)160MM { PVC SLEEVES FOR 13.8KV
CABLES OF CAPACITOR BANKS
AH14
AH13
AH12
AH11
AH10
I
/C.
1
AH09
127
AC SDB-B
D1
ON CHANNEL
3%
SLOPE
53963
EL(- )2.
817
EL(- )3.
019
SH5
362(TYP.)
5500
EL(-)0.50_
A
D1
EL(+)1.36_
=0.
57
5
EL(-)0.50_
500
DC-DC
CONV-2
FRONT
E07
CP-01
D2
7X800=5600
AH08
AH07
AH06
F
U
T
U
R
E
5500
SLOPE 1%
5500
5500
SLOPE 1%
F
U
T
U
R
E
F
U
T
U
R
E
SUNSHADE
F
U
T
U
R
E
1000
1000
EL = - 0.
50
SLOPE 1%
CP- 01
AH03
FUT.
1880
2260
3200
FENCE WITH
D1
1000
8X800=6400
AH05
3000
1600
1600
1540
EL.=-0.60
1x160MM { PVC SLEEVES FOR
CAPACITOR BANK CONTROL CABLES
2450
STAI
R- 3
PLATFORM
EL= + 0.
00
-
EL = - 0.
50
RC FIRE
WALL
EL.
= - 0.
50
LV SIDE
SUNSHADE
1500
C
L
EL.
= - 0.
50
RC FIRE
WALL
1W 1V 1U
SUNSHADE
AH04
LV SIDE
MVCLSIDE
AH02
1140
C
L
AUX- 02
1720
4000
3600
EL = - 0.
50
1W 1V 1U
FUT.
AH01
1140
SLOPE 14%
MVCLSIDE
EL =-0.50
CAP.3
EL.=-0.60
FENCE WITH
5500
750
888
EL=+0.00
WALKWAY
E.F
D1
3220
1000
1000
5800
EL = - 0.
50
FOR 13.
8KV O/G CABLES
{ PVC
SLEEVES I
N DUCT BANK
(7X5) 200 M M
EL = - 0.
68
EL = - 0.
54
EL =-0.50
2680
1000
750
750
CAP.2
EL.=-0.60
FENCE WITH
1000
EL(-)0.50_
4720
3220
CAP.1
5550
EL = - 0.
54
750
750
5M ASPHALT ROAD
SH6
4720
3220
(4X1) 160MM { PVC SLEEVES FOR LV & CONTROL
F
CABLES OF AUX.TRANSFORMERS
SH6
& (3X1) 160MM { PVC SLEEVES FOR 13.8KV
LM-3
POWER CABLES OF AUX. TRANSFORMERS
EL.=-0.50
SLOPE 1%
4680
4680
D1
(2X3) 110MM PVC SLEEVES
FOR FIBER OPTIC CABLES
E
SLOPE 1%
SLOPE 1%
1500
750
2680
1000
EL(+)1.597
556911.900
E
LM-4
EL
ON CHANNEL
1600
4720
1200
SLOPE 3%
EL(-)0.55_
EL(-)0.55_STORM WATER CHANNEL COVERED WITH STEEL GRATING
ON CHANNEL
(2X3) 110MM PVC
SLEEVES FOR FIBER
OPTIC CABLES
DRY PIT
1000
EL(-)0.50_
EL(+)1.79_
PRECAST BOUNDARY WAL
L
D
0
8
+
1500
127
2000
FM-200
SLOPE 1%
EL(+)1.952
D
0
3
+
1950
CHEMICAL
1500
SLOPE 1%
ON CHANNEL
3%
SLOPE 3%
EL(-)0.675
EL(-)0.60_
SLOPE 1%
SLOPE
EL(-)0.675
HH1
EL(- )0.
60_
5000
EL = - 0.
68
SLOPE 3%
FUT. + M DF
5200
EL(- )0.
68_
PRECAST BOUNDARY WALL
EL(- )1.
999
EL(+ )1.
80_
(W
4
)
2
15
8
4
2
17
15
0
8
EL(- )0.
131
EL(- )1.
435
1200
7300
2500
EL(+)2.067
ON CHANNEL
PRECAST BOUNDARY WAL
L
2260
REV. NO.
EL(- )0.
841
COMM. ROOM
362
SLOPE 3%
EL(+)2.127
EL(+)2.164
AH24
SHEET NO.
BATT.
ROOM
AUX- 01
0
1
1600
EL(+)2.144
ON CHANNEL
RETAINING WALL
D2
EL(- )2.
456
SLOPE 3%
EL(+)2.079
ON CHANNEL
EL(-)0.62_
4000
2000(TYP)
EL(+)1.936
D1
1836
SH5
N 2709411.695
SLOPE 7%
DRAWING NUMBER
5000
2000
FM-200
B
N 2709415.340
EL(+ )0.
217
PLANT NO.
EL(-)0.60_
D1
800
2000
INDEX
of
HH2
JOB ORDER NO.
1
D1
1600
CONTRACT NO.
WT 458898
EL(+)1.777
D2
UP
556853.163
CORD-3
6000
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
2. THE ORIENTATION AND OF DUCT BANKS WILL BE FINALIZED AT DESIGN STAGE.
CORD-2
62567
DISCHARGE PIPE
OUTSIDE THE
SUBSTATION AREA
ON CHANNEL
SLOPE 1%
N 2709452.743
1200
-----
SLOPE 3%
EL(+)1.54_
EL(+)1.303
E 556857.436
E
P
N 2709453.349
CORD-8
1.
E 556907.134
EL(+)0.998
CORD-1
NOTES
NG-D (2012/01)
___
VECTOR
NGD00
NEW SCOPE OF WORK
APPENDX –II
MATERIAL DATA SCHEDULES
Page 1 of 1
The following COMPANY Materials Standard Specifications Data schedules are
attached. CONTRACTOR shall fill out the Data schedules indicating the technical
particulars of the equipment offered by him.
1
10-TMSS-05
Bare, Copper-Clad Steel Grounding Conductor
and Ground Rod and Grounding Clamps/Connectors
power cable, XLPE Insulated, copper conductor, single
core, 110Kv, 115Kv, 132Kv, 230Kv & 380Kv Rating
Coaxial Bonding & Earthing Cables for Link Boxes.
2
11-TMSS-02
3
11-TMSS-12
4
12-TMSS-10
5
12-TMSS-11
Splice & Termination kits for power cables 69kv, 115kv,
132kv , 230kv and 380kV
Link boxes for Power Cables
6
23-TMSS-01
PVC conduits and fittings for Underground Cables
7
23-TMSS-02
Duct Sealing Units.
8
23-TMSS-04
Cable clamps for Power Cables.
9
35-TMSS-01
Surge Arrester 11kv through 380kv Nominal
10
48-TMSS-02
Non Metallic Fiber Optic Cables
11
48-TMSS-06
Medium Density Fiber Optic System
12
48-TMSS-12
13
70-TMSS-03
Fiber Optic Interconnecting Devices & Passive
Components.
Normal Weight Ready Mixed Portland Cement Concrete
All blanks 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 CONTRACTOR’S Technical Proposal.
Any exception or non-conformance items which the CONTRACTOR wishes to propose
shall be clearly stated in the bid proposals and in Data Schedules, together with
reason(s) of justification(s), and the paragraphs of the specifications to which the
exceptions or non-conformance items apply.
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
10-TMSS-05, Rev.02
DATA SCHEDULE
BARE, COPPER-CLAD STEEL GROUNDING CONDUCTOR,
GROUND ROD AND GROUNDING CLAMPS/CONNECTORS
Enquiry No.
Date:
Purchase Order No.
or Contract No.
Date:
PTS No./Project Title with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
ASTM B910/B910M
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.2.2
Copper-Clad Steel Grounding
Conductor
AWG Size
Nominal Cross-Section (mm²)
Overall Diameter (mm)
Minimum Tensile Strength (kN)
*
D.C. Resistance at 20°C (Ω/km)
*
'A'- NATIONAL GRID SAUDI ARABIA SPECIFIED DATA/PARAMETERS
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'
(*)- DATA/PARAMETERS TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'
10TMSS05R02/SSA
Date of Approval: October 30, 2017
PAGE 9 OF 11
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
10-TMSS-05, Rev.02
DATA SCHEDULE
BARE, COPPER-CLAD STEEL GROUNDING CONDUCTOR,
GROUND ROD AND GROUNDING CLAMPS/CONNECTORS
REFERENCE
SECTION NO.
4.2.3
DESCRIPTION
'A'
'B'
'C'
Copper-Clad Steel Ground Rod
Nominal Diameter (mm)
16
Actual Diameter (mm)
14.3
Minimum Length (mm)
3,000
4.3
Conductivity of Annealed CopperClad Steel Wire (% IACS)
4.4
Direction of Lay
4.5
Minimum Copper Thickness for:
40
left hand
Copper-Clad Steel Wire (mm)
Ground Rod (mm)
4.6
0.25
Length of Grounding Conductor
Total Required Length (m)
*
Maximum Length per Reel (m)
2,000
Tolerance in Length per Reel
±5%
Type of Reel
10TMSS05R02/SSA
wooden
Date of Approval: October 30, 2017
PAGE 10 OF 11
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
10-TMSS-05, Rev.02
DATA SCHEDULE
BARE, COPPER-CLAD STEEL GROUNDING CONDUCTOR,
GROUND ROD AND GROUNDING CLAMPS/CONNECTORS
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SAUDI ARABIA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
Authorized representative
and date
Official Seal/Stamp
of the Company & Date
10TMSS05R02/SSA
Date of Approval: October 30, 2017
PAGE 11 OF 11
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11-TMSS-02, Rev.02
7.0 DATA SCHEDULE
7.1
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
National Grid SA Enquiry
No.
Date:
National Grid SA Purchase
Order No.
or Contract No.
Date:
National Grid SA PTS No./Project Title with
J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'B'
'C'
APPLICABLE CODES AND STANDARDS
AEIC CS9/IEC
60840
Reference Manufacturing Standard
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
Design Criteria/Rating
4.2
4.3
4.3.1
'A'
'B'
'C'
(*)
'A'
a. Cable Nominal Voltage, kV
b. System Short Circuit Current, kA
c. Maximum conductor short circuit current
temperature, °C
d. Normal Continuous Loading
 Maximum permissible continuous
conductor temperature, °C
 Permissible Load in Amps, A
e. Emergency Loading
 Maximum emergency conductor loading
temp,°C
 Permissible Load in Amps, A
 Allowable loading duration; hrs
110/115/132
40
i) During any 12 months
ii) During the life of the cable
72
2160
Material Details :
Conductor :
Material
-
250
90
*
105
*
Copper
NATIONAL GRID SA SPECIFIED DATA/PARAMETERS
BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS
REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'
DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/ VENDOR /
CONTRACTOR IN COLUMN 'B'
11TMSS02R02/HKG
Date of Approval: January 02, 2018
PAGE NO. 19 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11-TMSS-02, Rev.02
7.0 DATA SCHEDULE
7.1
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
REFERENCE
SECTION NO.
DESCRIPTION
'A'
Conductor for stranding
(Segmental)
*
No. of strands
*
Dia. of strand prior to compaction, mm
*
'B'
'C'
Cross-sectional area, mm²
(1200, 2000 or 2500)
Maximum Diameter, mm
1200 mm²: 45.0
2000 mm²: 56.0
2500 mm²: 62.0
Resistance at 25°C, /km
*
Conductor AC resistance at 20°C
*
Conductor DC resistance at 20°C
*
Temp. coefficient at 20°C/°C
*
Skin effect loss factor (ks)
*
Proximity effect loss factor (k)
*
DC resistance at 90°C, /km
*
Short circuit capability of conductor in kA for
1 second starting with 90°C conductor temperature
up to max. short circuit current temperature
40
Water blocking material between strands
*
Conductor Moisture Impervious layer Material
4.3.2
Conductor shield:
Material
Average thickness, mm
1200, 2000, 2500 mm²
Minimum thickness, mm
1200, 2000, 2500 mm²
Dia. over conductor shield, mm
Thermal resistivity, K.m/W
11TMSS02R02/HKG
Semi-Conducting
Tape
SEMICON
1.50
1.35
*
*
Date of Approval: January 02, 2018
PAGE NO. 20 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11-TMSS-02, Rev.02
7.0 DATA SCHEDULE
7.1
REFERENCE
SECTION NO.
4.3.3
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
DESCRIPTION
'A'
SUPER CLEAN
XLPE
18.0
16.2
*
*
Nominal thickness , mm
Minimum thickness, mm
Diameter over insulation, mm
Thermal resistivity, K.m/W
Relative permittivity or
dielectric constant ()
Loss factor ( )
Specific Resistance, M-km
(Actual Test Value)
4.3.5
'C'
Insulation:
Material
4.3.4
'B'
*
*
*
Insulation shield:
Material
Average thickness, mm
Minimumn thickness, mm
Diameter over insulation shield, mm
Thermal resistivity, K.m/W
SEMICON
1.50
1.35
*
*
 Copper wire + Copper tape
 Lead Sheath
 Combination of Copper wire +
Copper tape and Lead Sheath.
 Smooth Aluminum Sheath
Metallic shield:
Material
Total effective cross-sectional area mm²
 Copper wire + Copper tape: 261
mm² (CUW only)
 Lead Sheath, Combination of
Copper wire + Copper tape and
Lead Sheath & Smooth Aluminum
Sheath: based on short circuit
calculations
Diameter over metallic shield, mm
Temp. coefficient at 20°C,/°C
DC resistance at 20°C, /km
AC resistance at 20°C /km
Self inductance, mH/km
AC resistance at 90°C
DC resistance at 90°C
Resistivity at 20°C
Short circuit capability in kA for 1 second of the
metallic shield starting with 90°C conductor
temperature:
11TMSS02R02/HKG
*
*
*
*
*
40
Date of Approval: January 02, 2018
PAGE NO. 21 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11-TMSS-02, Rev.02
7.0 DATA SCHEDULE
7.1
REFERENCE
SECTION NO.
4.3.6
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
DESCRIPTION
Moisture impervious layer (first layer):
Material
Thickness, mm
Diameter over the layer, mm
Thickness, mm
Diameter over the layer, mm
4.3.8
SEMI-CONDUCTIVE
SWELLING TAPE
0.25
*
Yes/No
Jacket:
Material
Nominal thickness, mm
Minimum thickness, mm
Overall cable diameter, mm
HDPE
4.50
4.05
*
Conductive layer :
Material
Thickness, mm
*
*
5.4
Special Thermal Short Circuit Test
Special By-Product of XLPE
Special Test for Smooth Aluminum Sheath
6.0
PACKING
c.
d.
e.
f.
g.
h.
i.
j.
Total quantity required, m
Are matched sets of cable reel length
required?
If "YES", how many reels are
required per set?
Tolerance in cable length of
matched reel sets
Conductor weight, kg/km
Cable weight, kg/km
Reel and cable weight, kg
Cable length per reel, m
Cable reel diameter, mm
Cable reel width, mm
11TMSS02R02/HKG
'C'
SEMI-CONDUCTIVE
SWELLING TAPE
Third Moisture impervious layer
a.
b.
'B'
0.25
*
Moisture impervious layer (second layer):
Material
4.3.7
'A'
Yes
Yes
Yes/No
*
*
*
*
*
*
Date of Approval: January 02, 2018
PAGE NO. 22 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11-TMSS-02, Rev.02
7.0 DATA SCHEDULE
7.1
REFERENCE
SECTION NO.
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
DESCRIPTION
'A'
'B'
'C'
I1-hour/ I2-hours/
I3-hours
I1-hour/ I2-hours/
I3-hours
OTHER REQUIRED INFORMATION
a.
Life expectancy of cable, years
Over 30
b.
3-phase inductance in trefoil/ flat formation,
mH/km
*
c.
3phase capacitance in trefoil/ flat formation
F/km
*
d.
Maximum permissible overload in % of 3
cables in underground cable duct trefoil/
flat formation, at 40°C soil temperature,
for
1/2/3(I1-hour/I2-hours/I3-hours)
hours
starting with a prior loading of
*
50%
75%
100%
e.
Maximum pulling Tension (kN)
*
f.
Maximum sidewall pressure, kN/m
*
g.
Minimum bending radius, mm
*
11TMSS02R02/HKG
Date of Approval: January 02, 2018
/
/
/
/
PAGE NO. 23 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
7.1
11-TMSS-02, Rev.02
DATA SCHEDULE
110kV/115kV/132kV, XLPE POWER CABLE (1200,2000,2500 mm²)
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY NATIONAL
GRID SA:
B.
ADDITIONAL
SUPPLEMENTARY
DATA
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/ CONTRACTOR:
OR
FEATURES
Actual Manufacturer
of Equipment/Material
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized representative
and date
Official Seal/Stamp
of the Company & Date
11TMSS02R02/HKG
Date of Approval: January 02, 2018
PAGE NO. 24 OF 42
TRANSMISSION MATERIALS STANDARD SPECIFICATION
8.0
11-TMSS-12, Rev. 01
DATA SCHEDULE
BONDING AND EARTHING CABLES
National Grid Saudi
Arabia Enquiry No.
Date:
National Grid Saudi
Arabia Purchase Order
No.
or Contract No.
Date:
National Grid Saudi Arabia PTS
No./Project Title with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
AEIC CS9
IEC 60502-1
& IEC 60228
Applicable industry standard.
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
General
Earthing/
Bonding
Cable application
Cable installation
(conduit, duct, direct burial, etc.)
4.2
Voltage rating (kV)
1.8/3
Fault current duration (sec.)
*
Ground fault current (kA)
*
'A'- NATIONAL GRID SA SPECIFIED DATA/PARAMETER.
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
11TMSS12R01/YM
Date of Approval: May 31, 2018
PAGE 10 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
8.0
11-TMSS-12, Rev. 01
DATA SCHEDULE
BONDING AND EARTHING CABLES
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'B'
'C'
DESIGN AND CONSTRUCTION REQUIREMENTS (Continued)
Maximum permissible continuous
conductor temperature (°C)
4.3.1
'A'
90
Conductor
Material
Copper
Conductor cross sectional area, mm²
(95, 120, 150, 240, 280, 300 or 500)
Conductor AC resistance at 20°C (Ω/km)
*
Maximum DC resistance at 20°C (Ω/km)
95 mm2
120 mm2
150 mm2
240 mm2
280 mm2
300 mm2
500 mm2
0.193
0.153
0.124
0.0754
0.062
0.0601
0.0366
Minimum No. / Diameter of strands
(Number/mm)
95 mm2
120 mm2
150 mm2
240 mm2
280 mm2
300 mm2
500 mm2
11TMSS12R01/YM
19/*
37/*
37/*
37/*
61/*
61/*
61/*
Date of Approval: May 31, 2018
PAGE 11 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
8.0
11-TMSS-12, Rev. 01
DATA SCHEDULE
BONDING AND EARTHING CABLES
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'C'
Yes / No
Insulation
Material
XLPE
Minimum Average Thickness of
insulation (mm)
4.3.3
'B'
DESIGN AND CONSTRUCTION REQUIREMENTS (Continued)
Is conductor tinning required?
4.3.2
'A'
4.6
Outer Sheath/Jacket
Material
PVC
Type
ST2
Color
Black
Average Thickness of outer sheath (mm)
Nominal Thickness of outer
sheath/jacket (mm)
95 mm2
120 mm2
150 mm2
240 mm2
280 mm2
300 mm2
500 mm2
11TMSS12R01/YM
3.3
*
*
*
*
*
*
*
Date of Approval: May 31, 2018
PAGE 12 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
8.0
11-TMSS-12, Rev. 01
DATA SCHEDULE
BONDING AND EARTHING CABLES
REFERENCE
SECTION NO.
DESCRIPTION
Cable Overall Diameter (mm)
6.0
'A'
'B'
'C'
*
PACKING AND SHIPPING
Non Returnable Reel/Drum
a. Voltage (kV) / Conductor size (mm2)
b. Conductor Material.
c. Total quantity required (m).
e. Cable Weight (kg/km).
f. Maximum pulling tension (kN).
Yes
*/*
Copper
*
*
*
OTHER REQUIRED INFORMATION
a. Life expectancy of cable, years
Over 30
b. Minimum bending radius, mm
During Laying
*
At Fixed Installation
*
11TMSS12R01/YM
Date of Approval: May 31, 2018
PAGE 13 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
8.0
11-TMSS-12, Rev. 01
DATA SCHEDULE
BONDING AND EARTHING CABLES
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
National Grid Saudi Arabia:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized
representative
and date
Official Seal/Stamp
of the Company &
Date
11TMSS12R01/YM
Date of Approval: May 31, 2018
PAGE 14 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
12-TMSS-10, Rev. 01
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
National Grid SA
Enquiry No.
Date:
National Grid SA
Purchase Order No.
or Contract No.
Date:
National Grid SA PTS No./Project Title
with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
Catalog number (If applicable)
*
Type number of equipment (If applicable)
*
TYPE OF CABLE (XLPE OR LPOF)
Nominal Voltage Rating, (kV)
Conductor Size, (mm²)
Conductor Material
Diameter Over Conductor, (mm)
Conductor Shield Thickness, (mm)
Insulation Thickness, (mm)
Diameter Over Insulation, (mm)
Insulation Shield Thickness, (mm)
'A'- National Grid SA SPECIFIED DATA/PARAMETER.
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
12TMSS10R01/WAM
Date of Approval: May 26, 2015
PAGE 13 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
12-TMSS-10, Rev. 01
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION NO.
DESCRIPTION
'A'
Metallic Shield Thickness, (mm)
Metallic Shield Size, (mm²) and number
Outer Jacket Material
Outer Jacket Thickness, (mm)
Outer Jacket Color
Outer Jacket Conductive Layer
Overall Cable Diameter, (mm)
1.0
'B'
'C'
Black
DETAILS FOR XLPE CABLE :
Moisture
Impervious
Conductor (if any)
Layer
for
Semi
conducting
compatible
with the
conductor and
the insulation.
Super clean
XLPE
Semi
conducting
compatible
with the
XLPE
insulation.
Conductor Shield Material
Insulation Material
Insulation Shield Material
Moisture Impervious Layer-1 Thickness,
mm
Metallic Shield Material
Moisture Impervious Layer-2 Thickness,
mm
Moisture Impervious Layer-3
Thickness, mm (if any)
12TMSS10R01/WAM
Date of Approval: May 26, 2015
PAGE 14 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
12-TMSS-10, Rev. 01
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION NO.
2.0
DESCRIPTION
'A'
'B'
'C'
DETAILS FOR LPOF CABLE :
Oil Channel external diameter, (mm)
Helix Material
Conductor material
Conductor Shield Material
Insulation Material
Insulation Shield Material
Metallic Sheath Material
Steel
Copper
Metallized
paper tape or
semiconducting
paper tape
Laminated
Paper
Metallized
paper tape or
semiconducting
paper tape
Extruded Lead
alloy or
seamless tube
of corrugated
aluminum
Metallic Sheath Binder Tape Material
Metallic Sheath Binder Tape Thickness,
(mm)
Reinforcing Layer (for lead alloy
sheathed cable only) Material
12TMSS10R01/WAM
Date of Approval: May 26, 2015
PAGE 15 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
12-TMSS-10, Rev. 01
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
Reinforcing Layer Thickness (mm)
Sealing compound Material
Cable Oil Type
3.0
Reference Manufacturing Standard for
splice or termination
*
4.0
Manufacturer's Designation
*
Type of kit (Splice or Termination)
Sheath
sectionalizer/shield
break
Insulation provided
Non-linear resistance/surge arrester
ratings (kV, Kj/kV)
*
4.1.3
Terminations
Conventional/Plug-in/Fluid Filled/Dry
Type
4.2.1
Ratings
a. Insulation or Voltage Class,
(69,110, 115, 132, 230 or 380 kV)
Yes/No
b. Maximum Design Voltage to Ground,
(kV)
For 69 kV
For 110 kV
For 115 kV
For 132 kV
For 230 kV
For 380 kV
c.
Continuous
capability, (A)
12TMSS10R01/WAM
Current
44
71
73
84
146
241
Carrying
Date of Approval: May 26, 2015
PAGE 16 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
12-TMSS-10, Rev. 01
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION
NO.
DESCRIPTION
d. Temperature Rating, (°C)
For XLPE Cable
For LPOF Cable
e.
'C'
Emergency Temperature Rating,
(°C)
105
Basic Lightning Impulse
Insulation Level (BIL), (kV)
For 69 kV
For 110 kV
For 115 kV
For 132 kV
For 230 kV
For 380 kV
g.
'B'
90
85
For XLPE Cable
For LPOF Cable
f.
'A'
*
*
*
*
*
*
Basic Switching Impulse
Insulation Level (BSL), (kV) for
380 kV only
*
h. Rated LPOF Internal Pressure,
(kPa) (if applicable)
i. System Short Circuit
Current, (kArms)
12TMSS10R01/WAM
(kPa) (if applicable)
Current, (kArms)
Date of Approval: May 26, 2015
PAGE 17 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12-TMSS-10, Rev. 01
7.0
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION NO.
DESCRIPTION
'A'
j. Short Circuit Current Rating
for 1 second, (kArms)
k. Maximum Short Circuit Conductor
Temperature, (°C)
For XLPE Cable
For LPOF Cable
'B'
'C'
for 1 second, (kArms)
250
200
l. Maximum Permissible Continuous
Conductor Temperature, (°C)
For XLPE Cable
For LPOF Cable
90
85
m. Maximum Permissible Emergency
Conductor Temperature, (°C)
For XLPE
For LPOF
n. Termination Class
Leakage Distance in mm
for 40/50mm/kV
Outdoor
For 69 kV
For 110 kV
For 115 kV
For 132 kV
For 230 kV
For 380 kV
12TMSS10R01/WAM
105
1
2760/3450
4400/5500
4600/5750
5280/6600
9200/11500
15200/19000
Date of Approval: May 26, 2015
PAGE 18 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12-TMSS-10, Rev. 01
7.0
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
REFERENCE
SECTION
NO.
DESCRIPTION
'A'
Indoor
For 69kV
'C'
1725
4.2.11 External High Sensitivity PD Measuring
Sensor on termination
4.2.20 Sealing Method
Minimum
Dielectric
fluid
termination
Seal Life Expectancy, (Y’rs.)
4.5
'B'
Yes/No
Double
inside
30
Kit Contents
(Provide Part Name, Quantity)
*
*
*
*
*
*
5.1
5.3
Type Tests
Type Test on Accessory
Special Tests
(humidity
and
required?)
Yes/No
condensation
Yes/No
required?)
Net weight of each splice or
termination kit, (kg)
Packing Dimension, (mm)
Separate Supply, List for same
material, including year of supply
12TMSS10R01/WAM
tests
*
*
Yes/No
Date of Approval: May 26, 2015
PAGE 19 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12-TMSS-10, Rev. 01
7.0
DATA SCHEDULE
SPLICE AND TERMINATION KITS FOR POWER CABLES
RATED 69, 110, 115, 132, 230 OR 380kV
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
& Factory
Factory Location and address
Name and Signature of
Authorized Representative
and Date
Official Seal/Stamp
of the Company & Date
12TMSS10R01/WAM
Date of Approval: May 26, 2015
PAGE 20 OF 20
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12-TMSS-11, Rev.02
LINK BOXES FOR POWER CABLES
National Grid SA
Enquiry No.
Date:
National Grid SA
Purchase Order No.
or Contract No.
Date:
National Grid SA PTS No./Project Title
with J.O. No.
REFERENCE
SECTION NO.
DESCRIPTION
'A'
Nominal System Voltage (kV)
(13.8, 33, 69,110,115,132 230, 380)
System Short Circuit Current at rated
system voltage (kA sym.)
3-phase
Phase-to-phase
1-phase-to-ground
3.0
'B'
'C'
*
*
*
*
*
APPLICABLE CODES AND STANDARDS
Reference Manufacturing Standard
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
General
Quantity of Link Boxes required
*
Model Designation of Link Box
*
Single point/
Cross
Sheath bonding method
*
'A'- NATIONAL GRID SAUDI ARABIA SPECIFIED DATA/PARAMETER
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
6.0
12TMSS11R02/YM
DATA SCHEDULE
Date of Approval: April 08, 2019
PAGE 23 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12-TMSS-11, Rev.02
LINK BOXES FOR POWER CABLES
REFERENCE
SECTION NO.
4.3
DESCRIPTION
'A'
'B'
'C'
Ratings
Magnitude of fault current (kA)
to be carried by links and busbars
*
*
Duration of fault current(sec.)
Maximum induced voltage in the
sheath due to load currents(V)
4.3.4
*
Maximum induced voltage in the
sheath due to system through fault
currents(kV)
3-phase
*
Phase-to-phase
*
1-phase-to-ground
*
Sheath Voltage Limiter (if required):
Continuous Service Voltage (kVrms)
*
Rated Voltage(kVrms)
*
Temporary Over Voltage
Capability (kVrms) at 60°C without
prior energy/ with 100kA, 4/10µs
prior energy
1 sec
10 sec
*
*
Rated discharge current
with 8/20µs waveform (kA peak)
*
High current Impulse
(4/10µs)withstand (kA peak)
*
Long duration wave withstand
current (A)
duration (µs)
12TMSS11R02/YM
*
*
Date of Approval: April 08, 2019
PAGE 24 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
12-TMSS-11, Rev.02
DATA SCHEDULE
LINK BOXES FOR POWER CABLES
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
4.3.4 (Continued)
Leakage current through SVL at MOCV
(mA)
*
Maximum Residual Voltages (kVpeak) at
8/20µs lightning impulse discharge current
of:
2.5kA
5kA
10kA
*
*
*
Maximum Residual Voltages (kVpeak) at
long duration 2000µs discharge current of
0.25kA
0.5kA
1kA
*
*
*
Maximum Residual Voltages (kVpeak) at
1/>2µs steep impulse discharge current of:
5kA
10kA
*
*
Energy absorption capability in kJ/kV of
MOCV at
100kA, 4/10µs two Impulse
0.5kA, 2000µs multiple long duration
Line Discharge Class
*
Non-linear Resistor Material
*
Insulation resistance at 2500Vdc (MΩ.)
*
Arrester Housing material
*
Cantilever strength (Nm)
*
Creepage length(mm)
*
12TMSS11R02/YM
Date of Approval: April 08, 2019
*
PAGE 25 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
12-TMSS-11, Rev.02
DATA SCHEDULE
LINK BOXES FOR POWER CABLES
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
4.3.4 (Continued.)
Weight(Kg)
*
Manufacturer
*
Link Box Location
Type of mounting of link box
4.4
*
Materials
Connecting Links
Material
Finish
Size (mm2)
*
*
*
Contact resistance of connections (µohm)
*
Bolts and Washers Material
*
Cable Lug
Material
Finish
Size (mm2)
*
*
*
Busbar
Material
Finish
Thickness of tin plating (µm)
Size (mm2)
*
*
*
*
Ground Terminal
Material
Finish
Size (mm2)
*
*
*
12TMSS11R02/YM
Date of Approval: April 08, 2019
PAGE 26 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
12-TMSS-11, Rev.02
DATA SCHEDULE
LINK BOXES FOR POWER CABLES
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
4.4 (Continued)
Enclosure
Height (mm)
Width (mm)
Depth (mm)
*
*
*
Sheet Material (Fiber Glass/ Brass/
Stainless Steel)
Stainless Steel Grade
Sheet Thickness (mm)
Net Weight (kg)
Gross Weight (kg)
Painting System
Color of Interior
Color of Exterior
4.6
304L
*
*
*
*
*
Cable Gland Plate:
Number of holes
Hole diameter (mm)
Material
*
*
*
Insulating Material
Type
Size
Voltage rating (kV)
*
*
*
Insulation resistance
between links (MΩ.)
links to ground (MΩ.)
*
*
Marking
Phase Identification Label Provided?
*
Provision for fixing danger sign plate and
National Grid Saudi Arabia monogram
provided?
*
Nameplate Provided?
*
12TMSS11R02/YM
Date of Approval: April 08, 2019
PAGE 27 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
12-TMSS-11, Rev.02
DATA SCHEDULE
LINK BOXES FOR POWER CABLES
REFERENCE
SECTION NO.
5.1
DESCRIPTION
'A'
'C'
Type Tests
Impulse Voltage Withstand:
Between Links (kVpeak)
Between Link and Ground (kVpeak)
Short Circuit Current Withstand for 1 sec.
Busbar (kA)
Bonding Links (kA)
5.2
'B'
*
*
*
304L
Routine Tests
Power Frequency / VLF Withstand
Voltage for 1minute:
Between Links(kVrms)
Between Link and Ground (kVrms)
12TMSS11R02/YM
Date of Approval: April 08, 2019
*
*
PAGE 28 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
12-TMSS-11, Rev.02
DATA SCHEDULE
LINK BOXES FOR POWER CABLES
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SAUDI ARABIA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized representative
and date
Official Seal/Stamp
of the Company & Date
12TMSS11R02/YM
Date of Approval: April 08, 2019
PAGE 29 OF 29
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
23-TMSS-01, Rev.01
DATA SCHEDULE
PVC CONDUITS & FITTINGS FOR UNDERGROUND CABLES
National Grid SA Enquiry No.
Date:
National Grid SA
Purchase Order No.
or Contract No.
Date:
National Grid SA PTS No./
Project Title with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'C'
APPLICABLE CODES AND STANDARDS
Applicable Industry Standards
4.1
'B'
*
DESIGN AND CONSTRUCTION REQUIREMENTS
4.2
Type of PVC conduit (Type DB, EB,
EPC- 40-PVC, PVC corrugated
flexible tubing)
4.3.2
Continuous operating temperature (oC)
90
*
4.3.3
Maximum emergency conductor
overloading temperature (oC)
105
*
4.4.1
PVC conduit compound cell
classification
12154
*
PVC
>80.1
21.0 to 27.5
*
*
*
a.
b.
c.
d.
Kind of resin in compound
Impact resistance, (J/m) of notch
Tensile strength, (MPa)
Modulus of elasticity in tension
(MPa)
e. Deflection temperature under load
of 1.82 MPa, (°C)
*
3585 to 4275
100 to 110
*
*
*
'A''B''C'(*)-
National Grid Saudi Arabia SPECIFIED DATA/PARAMETER.
BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
23TMSS01R01/DBA
Date of Approval: May 26, 2015
PAGE 22 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
23-TMSS-01, Rev.01
DATA SCHEDULE
PVC CONDUITS & FITTINGS FOR UNDERGROUND CABLES
REFERENCE
SECTION NO.
4.4.2
DESCRIPTION
PVC fitting compound cell
classification
b.
b.
c.
e.
4.5.2
4.5.3
4.6.1
'A'
Kind of resin in compound
Impact resistance, (J/m) of notch
Tensile strength, (MPa)
Modulus of elasticity in tension
(MPa)
e. Deflection temperature under load
of 1.82 MPa, (°C)
Overall length of conduit (m)
Have belled-end conduits?
Conduit Size
Outside diameter (mm)
Min. wall thickness (mm)
23TMSS01R01/DBA
'B'
11232
*
PVC
>40
27.5 to 34.4
*
*
*
2620 to 3171
*
70 to 80
*
6.10m ± 0.03m
*
Yes/No
*
*
*
*
*
Date of Approval: May 26, 2015
'C'
PAGE 23 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
7.0
23-TMSS-01, Rev.01
DATA SCHEDULE
PVC CONDUITS & FITTINGS FOR UNDERGROUND CABLES
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SAUDI ARABIA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
Authorized
Representative & date
Official Seal/Stamp
of the Company & Date
23TMSS01R01/DBA
Date of Approval: May 26, 2015
PAGE 24 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
23-TMSS-02, Rev. 0
6.0 DATA SCHEDULE
DUCT SEALING UNITS
SEC Enquiry No.
Date:
SEC Purchase Order
No.
or Contract No.
Date:
SEC PTS No./Project Title with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.12
Type (empty or cable)
Location to be installed (underground, cable
vault, etc.)
*
Inside diameter or dimensions of duct (mm)
Provision of dimensional sketch for noncircular cross section
Yes/No
Precise outside diameter of cable (mm)
Precise outside diameter of neutral wire
(mm)
4.4.1
4.4.3
Material:
Sealing
*
Compression Plate
Bolt(s)
*
*
'A' - SEC SPECIFIED DATA/PARAMETERS
'B' - BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/
PARAMETERS
'C' - REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'
(*) - DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE
BIDDER/SUPPLIER/ VENDOR/CONTRACTOR IN COLUMN 'B'
23TMSS02R0/AAG
Date of Approval: August 5, 2006 G
PAGE NO. 11 OF 13
TRANSMISSION MATERIALS STANDARD SPECIFICATION
23-TMSS-02, Rev. 0
6.0 DATA SCHEDULE
DUCT SEALING UNITS
REFERENCE
SECTION NO.
DESCRIPTION
Washers
'A'
'B'
'C'
*
Nuts
4.3.1
Maximum Operating Temperature of the
Duct Sealing Unit (°C)
*
4.3.2
Maximum Operating Pressure of the Duct
Sealing Unit (kPa)
*
4.6.5
Recommended nut torque for 69 kPa (10
psi) pressure (Joule or Nm)
*
Maximum Nut Torque (Joule or Nm)
23TMSS02R0/AAG
Date of Approval: August 5, 2006 G
PAGE NO. 12 OF 13
TRANSMISSION MATERIALS STANDARD SPECIFICATION
23-TMSS-02, Rev. 0
6.0 DATA SCHEDULE
DUCT SEALING UNITS
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
SEC:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized
epresentative
and date
Official Seal/Stamp
of the Company &
Date
23TMSS02R0/AAG
Date of Approval: August 5, 2006 G
PAGE NO. 13 OF 13
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
23-TMSS-04, Rev. 0
DATA SCHEDULE
CABLE CLAMPS FOR POWER CABLES
SEC Enquiry No.
Date:
SEC Purchase Order
No.
or Contract No.
Date:
SEC PTS No./Project Title with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
Applicable Industry Standards
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
Type of Cable Clamp
Aluminum
(If not specified)
Dimension (Diameter & Length) of Cable
Clamp, mm
Cable diameter to be accommodated, mm
Type of material used in the clamp
Aluminum/
Aluminum
Alloy
(If not specified)
Weight of the unit, g
Thickness of Zinc coating (Where
applicable)
4.2
Mechanical Load which the clamp is
expected to withstand, kN
'A'- SEC SPECIFIED DATA/PARAMETERS
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETERS TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'
23TMSS04R0/YM
Date of Approval: April 02, 2011
PAGE NO. 9 OF 12
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
23-TMSS-04, Rev. 0
DATA SCHEDULE
CABLE CLAMPS FOR POWER CABLES
REFERENCE
SECTION NO.
DESCRIPTION
4.3
Ratings
4.3.1
Short Circuit withstand rating, kA/sec
4.3.2
Temperature rating (max. operating
temperature of cable clamp), oC
4.4
Materials
4.4.1
Material of gasket
'B'
'C'
Rubber
Material of stud/nut/washer/spring etc.
5.0
TESTS
5.1
Test for resistance to electromechanical
forces/short circuit
23TMSS04R0/YM
'A'
Galvanized
Steel /
Stainless
Steel
Yes
Date of Approval: April 02, 2011
PAGE NO. 10 OF 12
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
23-TMSS-04, Rev. 0
DATA SCHEDULE
CABLE CLAMPS FOR POWER CABLES
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
SEC:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED-UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized
representative
and date
Official Seal/Stamp
of the Company &
Date
23TMSS04R0/YM
Date of Approval: April 02, 2011
PAGE NO. 11 OF 12
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
National Grid SA
Enquiry No.
Date:
National Grid SA
Purchase Order No.or
Contract No
Date:
National Grid SA PTS No./Project Title
with J.O. No.
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
SYSTEM DATA
Nominal System Voltage(kV)
(11kV, 13.8kV, 33Kv, 34.5kV, 69kV,
110kV, 115kV, 132kV, 230kV or 380kV)
*
System Fault Current Level at
Rated System Voltage (kA)
*
Maximum Duration of Ground Fault (ms)
*
System Neutral Grounding at Arrester Point
Of Installation (Effectively, Non-Effectively
Grounded)
'A'- NATIONAL GRID SA SPECIFIED DATA/PARAMETER.
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 9 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
System Component(s) to be protected
Transmission Line
Surge Impedance (ohms)
Length (kM)
*
*
Underground Cable
Capacitance (µF/kM)
Length (kM)
*
*
Capacitor Banks
Capacitance (MVAR)
Others
(Power Transformers, Reactors, GIS etc.,
attach details)
*
3.0
APPLICABLE INDUSTRY STANDARDS
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
General
Type
Model Designation
Location (Indoor/Outdoor)
4.2
*
*
Performance Characteristics and Ratings
Rated Voltage
Arrester Class
*
Dielectric Withstand for Housing
Lightning impulse sithstand voltage,
with 1.2/50µs waveform (kVpeak)
*
Power frequency withstand voltage(Wet for
outdoor/ Dry for indoor)
*
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 10 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
REFERENCE
SECTION NO.
DESCRIPTION
Switching impulse withstand voltage
With 250/2500µs waveform (for arrester
with rated voltage 200kV and above (kVpeak)
'A'
'B'
'C'
*
Nominal Discharge Current (Lightning Impulse
Classyifying Current) with 8/20 µs waveform (kV) *
High Current impulse Capability with 4/10µs
Waveform (kApeak)
*
Maximum Lightning Impulse Residual Voltage
With 8/20 µs waveform (kVpeak) at a Discharge
classifying) current of :
- 5kA
- 10kA
- 20kA
- 40kA
*
*
*
*
Maximum Switching Surge Residual Voltage
(kVpeak) at Discharge Current of
- 0.5kA
- 1kA
- 2kA
*
*
*
Maximum Steep Current /Front-of-Wave
Residual Voltage Based on 1/ 2 or 0.5 µs
Waveform as Applicable (kVpeak)
- 10kA
*
-
*
20kA
Temporary over voltage capability (kVrms)
(manufacturer shall submit curve for TOV for the
Following duration with and without Prior duty)
- 0.1second
- 1 second
- 10 second
100second
*
*
*
*
Maximum R.I.V (µv)
*
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 11 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
REFERENCE
SECTION NO.
DESCRIPTION
'A'
Maximum External Insulation Levels
Power Frequency Dry Withstand Voltage (kVrms) *
4.3
Power frequency wet withstand voltage (kVrms)
*
Lightning impulse withstand voltage (kVpeak)
*
Switching impulse withstand voltage (kVpeak)
*
Leakage current through Arrester at MCOV (mA)
*
Maximum Energy Absorption Capability
i) kj/kV of arrester rating
ii) kj/kv of MCOV
*
*
Repetitive Charge Transfer rating (Qrs(C))
*
Maximum resistive current acceptable
*
'B'
'C'
Construction
Pressure Relief Capability (rms symmetrical)
High Current Short duration
Low current, long duration (A)
600
Porcelain Housing
Color
Creepage Distance (mm)
Bending Failing Load (kN)
Cantilever Strength min (kN)
Torsional Strength (kN)
Compression Strength (kNm)
No. of Stacks in each unit
Height (mm)
*
*
*
*
*
*
*
*
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 12 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
REFERENCE
SECTION NO.
DESCRIPTION
Internal Pressure Required to Operate
Pressure relief device as a Percent of
Pressure required to Burst Porcelain (%)
'A'
'B'
'C'
*
Mounting arrangement
Mode of mounting (self-supporting/bracket
Bracket supporting)
Bolt circle diameter (mm)
No. of holes
Size of Bolts (mm)
*
*
*
*
Accessories
Scale range of leakage ammeter(mA)
*
Diameter of the grading ring if applicable (mm)
*
Material of grading ring if applicable
*
Terminals
Type
Size (mm)
Material (Al or CU)
Pad
*
*
Grounding
Size (mm)
Material
*
*
MISCELLANEOUS
Minimum clearance between live parts
and earth parts (mm)
*
Minimum Permissible Center to Center
Distance between Arresters (mm)
*
Overall Height of arrester (mm)
*
Weight of arrester (kg)
*
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 13 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
35-TMSS-01, Rev. 01
DATA SCHEDULE
SURGE ARRESTER FROM 11kV THROUGH 380kV NOMINAL
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID,SA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
FEATURES
Actual Manufacturer
of Equipment/Material
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized
representative
and date
Official Seal/Stamp
of the Company &
Date
35TMSS01R01/KSB
Date of Approval: December 25, 2016
PAGE 14 OF 14
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
National Grid SA
Enquiry No.
Date:
National Grid SA
Purchase Order No.
or Contract No.
Date:
National Grid SA PTS No./Project Title
with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
Standards to which material shall conform
*
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.4
Optical Fiber Type
Optical Fiber Core Material
Cladding Material
Diameter of Cladding, Nominal (m)
*
Primary Coating Material
*
Diameter of Primary Coating (m)
*
Non-circularity of cladding, single mode
optic fiber, maximum (%)
2%
Non-circularity of cladding, non-zero
dispersion-shifted single mode optical fiber,
maximum (%)
1%
'A'- NATIONAL GRID SA SPECIFIED DATA/PARAMETER.
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 20 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'A'
'B'
'C'
DESIGN AND CONSTRUCTION REQUIREMENTS (Continued)
Secondary Coating Material
Coating shall be easily removed without
damage to the fibers
Yes
Diameter of Secondary Coating (m)
Total Number of Optical Fibers
Optical Fiber Material (Silica/Doped Silica)
Optical Fiber Characteristics:
Attenuation Loss:
at 1310 nm (dB/km) for G.652D
at 1383 nm (dB/km) for G.652D
at 1550 nm (dB/km) for G.652D
*
*
*
Maximum Chromatic Dispersion:
at 1285 - 1330 nm (ps/nm/km)
*
at 1550 - 1565 nm (ps/nm/km)
*
G.655 Optical Fiber Operational
Wavelength nm
1550 / 1625
Maximum Optical Attenuation at :
1550 nm Wavelength (dB/km)
1625 nm Wavelength (dB/km)
*
*
Maximum Chromatic Dispersion :
1550 nm (ps/nm/km) for G.655
1625 nm (ps/ nm/km) for G.655
*
*
Cut-off Wavelength (nm)
*
Polarization Mode Dispersion
Coefficient (ps/√km)
48TMSS02R02/BAB
≤ 0.2
Date of Approval: December 25, 2016
PAGE 21 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
4.0
4.5
DESCRIPTION
'A'
'B'
'C'
DESIGN AND CONSTRUCTION REQUIREMENTS (Continued)
Mode Field Diameter (m)
*
Mode Field Concentricity Error
*
Cladding Non-Circularity
*
Maximum Continuous operating
temperature without optical degradation C
*
Maximum optical loss variation at
temperature range of 0°C to + 80°C
(dB/km)
Color Coding:
Color Coding of each Fiber for a group of
twelve (12) fibers
[additional group of twelve (12) fibers has
the same sequence]
*
Blue
Yellow
Green
Red
Violet
White
Orange
Brown
Gray
Black
Pink
Aqua
Color Coding group identification
Group #1
Group #2
Group #3
Group #4
Group #5
Group #6
Group #7
Group #8
48TMSS02R02/BAB
Blue
Yellow
Green
Red
Violet
White
Orange
Brown
Date of Approval: December 25, 2016
PAGE 22 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
6.1
DESCRIPTION
'A'
'B'
'C'
Non-metallic Self-Supporting Fiber Optic Cables, Type A (Overhead)
Manufacturer’s type/designation
Messenger Support Diameter (mm)
*
Messenger Sheath Material
Messenger Sheath Thickness (mm)
Connection Material
*
*
Connection Size (mm)
*
Central Strength Member Diameter (mm)
*
Tube or Core Material
Tube or Core Diameter (mm)
*
*
Filling compound
*
Wrapping Tape
*
Inner Sheath Material
Inner Sheath Thickness (mm)
Inner Sheath Diameter (mm)
*
*
*
Cable Weight (kg/km)
*
Tensile Strength (kN)
*
Compression (mm)
*
Minimum Bending Radius during :
*
Installation (mm)
*
Operation (mm)
*
Temperature during:
(Storage & Transport.) °C
Operation °C
48TMSS02R02/BAB
*
*
Date of Approval: December 25, 2016
PAGE 23 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
6.1
6.2
DESCRIPTION
'A'
'B'
'C'
Non-metallic Self-Supporting Fiber Optic Cables, Type A (Overhead) (Continued)
Maximum Span Length (m)
*
Maximum Allowable Pulling Tension (kN)
*
Non-Metallic Self-Supporting Fiber Optic Cables, Type B (Overhead)
Manufacturer’s type/designation
Strength Member (Material) (Kevlar)
*
Strength Member (FRP) & Kevlar (mm)
*
Yarn Reinforcing Diameter (mm)
*
Tube or Core Material
Filling Compound Material
*
Cable Sheath - Material
*
Cable Sheath - Thickness (mm)
*
Cable Overall Diameter (mm)
*
Cable Weight (kg/km)
*
Minimum Bending Radius :
Under no Tension (mm)
*
Under Tension (mm)
*
Maximum Span Length (m)
*
Maximum Allowable Pulling Tension (kN)
*
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 24 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
6.3
DESCRIPTION
'A'
'B'
'C'
Non-Metallic Direct Buried Fiber Optic Cable:
Manufacturer’s type/designation
Central Strength Member Diameter (mm)
*
Tube or Core Material
Tube or Core Diameter (mm)
*
Filling Compound
*
Wrapping Tape
*
Tube or Core Material
Filling Compound Material
*
Inner Sheath Material
*
Inner Sheath Thickness (mm)
*
Inner Sheath Diameter (mm)
*
Outer Sheath Material
*
Outer Sheath Diameter (mm)
*
Cable Weight (Kg/km)
*
Tensile Strength (N)
*
Compression (mm)
*
Minimum Bending Radius (mm)
*
Temperature during:
Trans. & Storage (°C)
*
Operation (°C)
*
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 25 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
6.4
DESCRIPTION
'A'
'B'
'C'
Non-Metallic Duct Type Fiber Optic Cable:
Manufacturer’s type/designation
Central Strength Member Diameter (mm)
*
Tube or Core Material
Tube or Core Diameter (mm)
*
Filling Compound
*
Wrapping Tape
*
Inner Sheath Material
*
Inner Sheath Thickness (mm)
*
Inner Sheath Diameter (mm)
*
Outer Sheath Material
*
Outer Sheath Diameter (mm)
*
Cable Weight (Kg/km)
*
Tensile Strength (N)
*
Minimum Bending Radius (mm)
*
Temperature during:
Trans. & Storage (°C)
*
Operation (°C)
*
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 26 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
REFERENCE
SECTION NO.
6.5
DESCRIPTION
'A'
'B'
'C'
Non-Metallic Indoor Fiber Optic Cable::
Manufacturer’s type/designation
Central Strength Member Material
*
Tube or Core Material
Tube or Core Diameter (mm)
*
Wrapping Tape
*
Sheath Material
*
Sheath Diameter (mm)
*
Cable Weight (Kg/km)
*
Tensile Strength (N)
*
Compression (N/mm)
*
Minimum Bending Radius (mm)
*
Operating Temperature (°C)
*
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 27 OF 28
TRANSMISSION MATERIALS STANDARD SPECIFICATION
9.0
48-TMSS-02, Rev.02
DATA SCHEDULE
NON-METALLIC FIBER OPTIC CABLES
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SA:
B.
ADDITIONAL SUPPLEMENTARY DATA
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
OR
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized
representative
and date
Official Seal/Stamp
of the Company &
Date
48TMSS02R02/BAB
Date of Approval: December 25, 2016
PAGE 28 OF 28
BY
TRANSMISSION MATERIALS STANDARD SPECIFICATION
11.0
48-TMSS-06, Rev.01
DATA SCHEDULE
MEDIUM DENSITY FIBER OPTIC SYSTEM
National Grid SA
Enquiry No.
Date:
National Grid SA
Purchase Order No.
or Contract No.
Date:
National Grid SA PTS No./Project Title
with J.O. No.
REFERENCE
SECTION NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
Reference Manufacturing Standard
4.0
DESIGN AND CONSTRUCTION REQUIREMENTS
4.1
General
Type/Model/Brand
*
*
Detailed Specifications attached for
MDFOS
*
4.2.1
Minimum environmental conditions
for operation
*
4.4.2
Optical input/output wavelength
*
Type of optical transmitter
*
4.4.10 Type of alarm unit used to transmit
alarms
*
'A' – NATIONAL GRID SA SPECIFIED DATA/PARAMETERS
'B' - BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS
'C' - REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'
(*) - DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'
48TMSS06R01/BAB
Date of Approval: May 28, 2015
PAGE 52 OF 55
TRANSMISSION MATERIALS STANDARD SPECIFICATION
48-TMSS-06, Rev.01
11.0 DATA SCHEDULE
MEDIUM DENSITY FIBER OPTIC SYSTEM
REFERENCE
SECTION
No.
DESCRIPTION
Type of Power Supply Modules:
Centralized/Decentralized
External DC to DC Converters
required
If External DC to DC Converter is
used , name & country of
Manufacture
2 Mbps Tributary Interface required
STM-1/STM-4 Tributary Interfaces
required to interface with higher
level SDH (STM-16)
Digital Protection Interface type
(Version 1) or (Version 3) (Detail
shall be attached)
48TMSS06R01/BAB
‘A’
‘B’
*
*
*
*
*
*
2/4 Wire E&M Interface
Module required
*
Subscriber Interface Module
(FXO/FXS) required
*
Order Wire Interface Module
required
*
Low Speed Data Interface
Module required
*
Ethernet (10/100/1000 Mbps)
Interface Module required
*
V.35 Interface Module
required
*
64 Kbps G.703 Interface
module required
*
Date of Approval: May 28, 2015
‘C’
PAGE 53 OF 55
TRANSMISSION MATERIALS STANDARD SPECIFICATION
48-TMSS-06, Rev.01
11.0 DATA SCHEDULE
MEDIUM DENSITY FIBER OPTIC SYSTEM
REFERENCE
SECTION
No.
DESCRIPTION
Local Craft Terminal required to
program/configure equipment.
If required, name of
manufacturer and model of
Personal Computer
Equipment used for Local
Craft Terminal (and provide
brochures)
Vendor Specific Network
Management Terminal.
(Details shall be attached)
48TMSS06R01/BAB
Date of Approval: May 28, 2015
‘A’
‘B’
‘C’
*
*
*
PAGE 54 OF 55
TRANSMISSION MATERIALS STANDARD SPECIFICATION
48-TMSS-06, Rev.01
11.0 DATA SCHEDULE
MEDIUM DENSITY FIBER OPTIC SYSTEM
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SA:
B.
ADDITIONAL
SUPPLEMENTARY
DATA
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS
CONTRACTOR:
TO
BE
OR
FILLED-UP
FEATURES
BY
Actual Manufacturer
of Equipment/Material
PROPOSED
BY
BIDDER/VENDOR/SUPPLIER/
Vendor/Supplier/
Contractor
Name of the Company
Location and Address
Name and Signature of Authorized
Representative and Date
Official Seal/Stamp of the Company
and Date
48TMSS06R01/BAB
Date of Approval: May 28, 2015
PAGE 55 OF 55
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
48-TMSS-12, Rev. 01
DATA SCHEDULE
FIBER OPTIC INTERCONNECTING DEVICES & PASSIVE COMPONENTS
National Grid SA Enquiry No.
Date:
National Grid SA Purchase
Order No. or Contract No.
Date:
National Grid SA PTS No./Project Title with J.O. No.
REFERENCE
SECTION
NO.
3.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
Standards to which material shall conform
4.0
DESIGN REQUIREMENTS
Fiber Optic Pig-tails, Patch cords Break-out Cable, Fan-out Cable, Drop Cable.
Type of fiber
Attenuation @ 1310/1383nm
Attenuation @ 1550nm
Total insertion loss
Total return loss
Operating Wavelength
Version
Single Mode
G.652/G.657
< 0.37dB/km
(without
connectors)
< 0.25dB/km
(without
connectors)
< 0.45dB
(with
connectors)
> 50dB (PC),
55dB (UPC),
60dB (APC)
(with
connectors)
*
*
*
*
*
1260~1650nm
*
Simplex/
Duplex
*
Outer Jacket Material/Color
*
'A'- NATIONAL GRID SA SPECIFIED DATA/PARAMETER.
'B'- BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS.
'C'- REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'.
(*)- DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'.
48TMSS12R01/BAB
Date of Approval: May 31, 2018
PAGE 20 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
48-TMSS-12, Rev. 01
DATA SCHEDULE
FIBER OPTIC INTERCONNECTING DEVICES & PASSIVE COMPONENTS
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'A'
'B'
'C'
DESIGN REQUIREMENTS (Continued)
Fiber Optic Connectors
Type of connector
Connector Housing type
Ferrule Material/Type
Optical Fiber type
Connector Intermateable
Polished & Tinned
Attenuation/Insertion loss
Return Loss
Metal/Plastic
Yes/No
Yes/No
*
*
*
*
*
*
*
*
Fiber Optic Adapters
Material
*
Metal/Plastic
or Both
Simplex/
Duplex
Housing Material
Version
*
*
Attenuation/Insertion loss
Return Loss
Mounting type
*
*
*
Fiber Optic Attenuators
Material
Polarization dependent Loss (max)
Housing Material
Attenuation/Insertion loss
Return Loss
*
*
*
*
*
0.1dB
Plastic/Metal
Optical Fiber Management Rack (OFMR)
Type
Dimensions
Main Frame Material
Doors (Front & Back) material
Doors (Front & Back) thickness
*
*
*
*
*
Solid/
Ventilated
Front & Back Doors type
Top & Bottom Cover Plate Material
Top & Bottom Cover Plate thickness
Shelves Material
48TMSS12R01/BAB
Date of Approval: May 31, 2018
*
*
*
*
PAGE 21 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
48-TMSS-12, Rev. 01
DATA SCHEDULE
FIBER OPTIC INTERCONNECTING DEVICES & PASSIVE COMPONENTS
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'A'
'B'
Top/Bottom
Yes/No
Yes/No
*
*
*
'C'
DESIGN REQUIREMENTS (Continued)
Cable Inlets
Security Locking System Provided
Earthing Bars, Point/Links Provided
Minimum No. of Fiber Optic Cables that
can be terminated
Fiber Optic Patch Panel
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Fiber Optic Splitter Box
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Cable Inlet
Lockable
Optical Distribution Box
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Easily Mountable inside racks/cabinets
Cable Inlet
Optical Distribution Frame
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Easily Mountable inside racks/cabinets
Cable Inlet
48TMSS12R01/BAB
*
IP41/IP54
*
*
*
*
*
IP41/IP54
Top/Bottom
Yes/No
*
*
*
*
*
*
*
IP41/IP54
Yes/No
Top/Bottom
*
*
*
*
*
*
*
Yes/No
Yes/No
Top/Bottom
*
*
*
*
*
*
*
Date of Approval: May 31, 2018
PAGE 22 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
48-TMSS-12, Rev. 01
DATA SCHEDULE
FIBER OPTIC INTERCONNECTING DEVICES & PASSIVE COMPONENTS
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'A'
'B'
'C'
DESIGN REQUIREMENTS (Continued)
Optical Splitter Frame
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Easily Mountable inside racks/cabinets
Front & Back Operation
Fiber Optic Splice & Termination Panel
(FSTP)
Frame Material
Dimension
Mounting Type
Fiber Bend radii
Water/Dust Proof
Easily Mountable inside racks/cabinets
Cable Inlet
Lockable
*
*
Yes/No
Yes/No
Yes/No
*
*
*
IP41/IP54
Yes/No
Top/Bottom
Yes/No
*
*
*
*
*
*
*
*
Fiber Optic Joint Closures (Aerial/Underground Use)
Aerial/UG
Al. Alloy,
Galv. Steel,
Stainless Steel,
Fiber Glass,
Polypropylene
Type
Housing Material
Size & Dimensions
Water/Dust Proof
Splice Tray or Splice Cassette Material
Cable Entries
Closure gasket/seal material
Grounding Provisions
Security Locking Mechanism
48TMSS12R01/BAB
IP67/IP68
Polycarbonate
Top/Bottom or
Both
Chloroprene/
Neoprene
Common,
Isolated &
External
Grounding
Yes/No
Date of Approval: May 31, 2018
*
*
*
*
*
*
*
*
*
PAGE 23 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
6.0
48-TMSS-12, Rev. 01
DATA SCHEDULE
FIBER OPTIC INTERCONNECTING DEVICES & PASSIVE COMPONENTS
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SAUDI ARABIA:
B.
ADDITIONAL SUPPLEMENTARY DATA OR
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
Authorized representative
And date
Official Seal/Stamp
of the Company & Date
48TMSS12R01/BAB
Date of Approval: May 31, 2018
PAGE 24 OF 24
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12.0
70-TMSS-03, Rev.02
DATA SCHEDULE
NORMAL WEIGHT READY-MIXED PORTLAND CEMENT CONCRETE
Enquiry No.
Date:
Purchase Order No.
or Contract No.
Date:
PTS No./Project Title with J.O. No.
REFERENCE
SECTION NO.
4.0
DESCRIPTION
'A'
'B'
'C'
APPLICABLE CODES AND STANDARDS
DESIGN AND CONSTRUCTION REQUIREMENTS
8.5
a) Exposure Requirements
b) Type of Cement
c) Min. Cement Content (kg/m3)
d) Pozzolanic Material Content (kg/m3)
Name/Brand
e) Req’d Min. Cylindrical Compressive
Strength @ 28 Day Strength(MPa)*
f) Max.water/ cementitious materials ratio
g) Max. Slump w/o admixture (mm)
h) Mass of fine aggregates (kg/m3)
'A' - SPECIFIED DATA/PARAMETER
'B' - BIDDER/SUPPLIER/VENDOR/CONTRACTOR PROPOSED DATA/PARAMETERS
'C' - REMARKS SUPPORTING THE PROPOSED DEVIATION IN COLUMN 'B'
(*) - DATA/PARAMETER TO BE PROVIDED/PROPOSED BY THE BIDDER/SUPPLIER/
VENDOR/CONTRACTOR IN COLUMN 'B'
70TMSS03R02/SZA
Date of Approval: November 15, 2018
PAGE NO. 36 OF 38
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12.0
70-TMSS-03, Rev.02
DATA SCHEDULE
NORMAL WEIGHT READY-MIXED PORTLAND CEMENT CONCRETE
REFERENCE
SECTION NO.
DESCRIPTION
'A'
'B'
'C'
DESIGN AND CONSTRUCTION REQUIREMENTS
i) Coarse Aggregates
Type
Mass (kg/m3)
Nominal Size (mm)
j) Admixture:
Type
Brand
Dosage (l/m³)
10.0
TESTS
10.2.2 Frequency of Sampling for
Compressive Strength/m³
10.2.4 Rapid Chloride Permeability Test
(ASTM C1202)
Frequency of Permeability Test/m³
Chloride Permeability Test (ASTM C1543)
70TMSS03R02/SZA
Yes/No
Yes/No
Date of Approval: November 15, 2018
PAGE NO. 37 OF 38
TRANSMISSION MATERIALS STANDARD SPECIFICATION
12.0
70-TMSS-03, Rev.02
DATA SCHEDULE
NORMAL WEIGHT READY-MIXED PORTLAND CEMENT CONCRETE
A.
ADDITIONAL TECHNICAL INFORMATION OR FEATURES TO BE FURNISHED BY
NATIONAL GRID SA:
B.
ADDITIONAL SUPPLEMENTARY DATA
BIDDER/VENDOR/SUPPLIER/CONTRACTOR:
C.
OTHER PARTICULARS TO BE FILLED UP BY BIDDER/VENDOR/SUPPLIER/
CONTRACTOR:
OR
Actual Manufacturer
of Equipment/Material
FEATURES
PROPOSED
BY
Vendor/Supplier/
Contractor
Name of the Company
Location and address
Name and Signature of
authorized Representative
and date
Official Seal/Stamp
of the Company & Date
70TMSS03R02/SZA
Date of Approval: November 15, 2018
PAGE NO. 38 OF 38
INDICES OF APPROVED TRANSMISSION STANDARDS AND SPECIFICATIONS
Standard No.
Title
Rev. No.
Rev. Approved Date
TRANSMISSION MATERIAL STANDARDS AND SPECIFICATION (TMSS)
General Requirements
01-TMSS-01
GENERAL REQUIREMENTS FOR ALL EQUIPMENT/MATERIALS
3
Jan. 07, 2018
Total =1
Conductors, Bare
10-TMSS-01
[AMMENDMENT] Bare Conductors
2
Dec. 23, 2019
10-TMSS-02
Guy Wire Strand, Galvanized
0
Mar. 13, 2006
10-TMSS-03
Overhead Ground Wire (OGW)
0
Mar. 13, 2006
10-TMSS-04
[AMMENDMENT] OPTICAL FIBER GROUND WIRE (OPGW)
2
Dec. 23, 2019
10-TMSS-05
BARE, COPPER-CLAD STEEL GROUNDING CONDUCTOR, GROUND ROD AND
GROUNDING CLAMPS/CONNECTORS
Heat-Resistant Aluminum Alloy Bare Conductors For Overhead Line
2
Oct. 30, 2017
1
Jan. 21, 2013
10-TMSS-06
Total =6
Conductor, Insulated
11-TMSS-01
Power Cable , XLPE, Cu or Al, 1-Core, 69 kV
0
May. 30, 2006
11-TMSS-02
2
Jan. 02, 2018
11-TMSS-03
POWER CABLE, XLPE INSULATED, COPPER CONDUCTOR, SINGLE CORE, 110 kV,
115 kV, 132 kV, 230 & 380 kV RATING
POWER CABLE, LPOF, CU, 1-CORE, 115kV, 132 kV, 230kV or 380kV
0
May. 30, 2006
11-TMSS-04
11 kV, 13.8 kV, 33 kV & 34.5 kV MEDIUM VOLTAGE POWER CABLES
1
Jun. 27, 2016
11-TMSS-06
Distributed Temperature Sensing (DTS) System For U/G Power Cable
0
Jul. 18, 2013
11-TMSS-10
2
May. 22, 2017
11-TMSS-11
POWER AND/OR CONTROL CABLES COPPER OR ALUMINUM CONDUCTOR
600/1000V RATING
Instrumentation Cables, Shielded
0
Sep. 07, 2010
11-TMSS-12
COAXIAL BONDING AND EARTHING CABLES FOR LINK BOXES
1
May. 31, 2018
Total =8
Conductor Fittings
12-TMSS-01
LINE HARDWARE
3
Nov. 15, 2018
12-TMSS-02
Compression Type Connectors for Overhead Transmission Lines
1
Jan. 31, 2012
12-TMSS-03
Obstruction Markers And Warning lights
1
Dec. 17, 2014
12-TMSS-04
SPLICE & TERMINATIONS FOR MV POWER CABLES
1
May. 22, 2017
12-TMSS-10
Splice & Termination Kits for Power Cable 69 kV, 110 kV, 115 kV, 132 kV, 230 kV
and 380kV
LINK BOXES FOR POWER CABLES
1
May. 26, 2015
2
Apr. 08, 2019
12-TMSS-11
Total =6
Insulators
15-TMSS-01
Insulators, Station Post Type, Porcelain, Indoor/Outdoor 69kv Through 380Kv
1
Dec. 01, 2020
15-TMSS-02
[AMENDMENT] SUSPENSION TYPE INSULATORS, PORCELAIN OR GLASS
2
Sep. 30, 2019
15-TMSS-03
Insulators, Porcelain Horizontal Line Post Type
0
Apr. 09, 2006
09-Feb-2021
Page 1 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
15-TMSS-04
[AMMENDMENT] INSULATORS, PORCELAIN LONG ROD TYPE
2
Mar. 15, 2020
15-TMSS-05
2
Oct. 30, 2017
15-TMSS-06
INSULATORS, COMPOSITE, HORIZONTAL LINE POST, SUSPENSION AND
TENSION TYPE
Composite Station Post Insulators, 69 kV through 230 kV
0
Feb. 14, 2007
15-TMSS-07
RTV SILICONE RUBBER INSULATOR COATING
1
May. 22, 2017
Total =7
Poles, Towers, Structures and Line Supports
20-TMSS-01
Transmission Line and Substation Latticed Steel Structures
1
Jan. 31, 2012
20-TMSS-02
Poles, Steel, Tapered, Tubular, for Transmission Lines
1
Dec. 17, 2014
20-TMSS-03
Wood Equivalent Steel Poles, Direct Embedded for Overhead Transmission Lines.
0
Sep. 01, 2009
Total =3
Conduits, Fittings & Accesssories
23-TMSS-01
PVC Conduits & Fittings for Underground Cables
1
May. 26, 2015
23-TMSS-02
Duct Sealing Units
0
Aug. 05, 2006
23-TMSS-04
Cable Clamps for Power Cables
0
Apr. 02, 2011
Total =3
Wire ways, Cable Trays, Boxes and Enclosures
24-TMSS-01
Metallic Cable Tray Systems
1
Jun. 19, 2012
Total =1
Line Switches and Disconnecting Devices
30-TMSS-01
AIR BREAK DISCONNECT SWITCHES AND EARTHING SWTCHES 33KV & ABOVE
1
Nov. 15, 2018
Total =1
Substation Panels
31-TMSS-01
Relay and Control Panels
1
Dec. 16, 2015
31-TMSS-02
AUXILIARY AC/DC PANELS
2
Nov. 15, 2018
31-TMSS-06
Terminal Blocks
1
Mar. 17, 2020
Total =3
Switchgear
32-TMSS-01
Metal-Enclosed Switchgear 11kV through 34.5kV
3
Dec. 01, 2020
32-TMSS-02
2
Dec. 17, 2014
0
Dec. 24, 2008
32-TMSS-04
SF6 Gas Insulated Switchgear & Hybrid SF6 Gas Insulated Switchgear, 110kV And
Above
Metal Clad Gas Insulated Medium Voltage Switchgear (11kV,13.8kV.33kV or
34.5kV)
Hybrid SF6 Gas Insulated Switchgear Rated 69kV and Above
0
Apr. 02, 2011
32-TMSS-05
Rigid Gas-Insulated Transmission Lines (GIL) For Rated Voltage 110 kV And Above
1
Dec. 16, 2015
32-TMSS-07
SF6 Non-Extensible Ring Main Unit 11 kV through 34.5 kV
1
Dec. 16, 2015
32-TMSS-03
Total =6
Lightning & Surge Protection Devices
35-TMSS-01
09-Feb-2021
Surge Arrester11kv through 380kv Nominal
1
Dec. 25, 2016
Page 2 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
Total =1
Circuit Breakers
37-TMSS-01
Circuit Breaker, SF6, Dead Tank, 69 kV Through 380 kV
1
Jan. 21, 2013
37-TMSS-02
Circuit Breaker, SF6, Live Tank, 69 kV Through 380 kV
1
Jan. 21, 2013
37-TMSS-03
LV Circuit Breakers
0
Mar. 31, 2010
Total =3
Power Line Carrier, Supervisory Control
38-TMSS-01
Line Trap
0
Feb. 14, 2007
38-TMSS-02
Line Tuner
0
Oct. 10, 2007
38-TMSS-03
Remote Terminal Unit
1
Aug. 31, 2009
38-TMSS-04
Sequence of Events Recorder System
0
Mar. 25, 2007
38-TMSS-05
Annunciator Systems
0
Aug. 06, 2006
38-TMSS-06
DYNAMIC SYSTEM MONITOR
0
Dec. 24, 2008
38-TMSS-07
On-Line Partial Discharge Monitoring System
1
Dec. 01, 2020
38-TMSS-08
Coupling Capacitor Voltage Transformer for 69kV Thru 380kV System Voltage
0
Dec. 15, 2007
38-TMSS-09
Phasor Measurement Unit
1
Mar. 17, 2020
Total =9
Meters
40-TMSS-02
Metering Devices
0
Mar. 25, 2007
40-TMSS-03
Advanced Metering Infrastructure (AMI)
1
Jul. 18, 2013
Total =2
Protective Relays
41-TMSS-01
PROTECTIVE RELAYS
1
Oct. 30, 2017
41-TMSS-02
Digital Fault Recorder
0
Dec. 16, 2015
Total =2
Capacitor
43-TMSS-01
Shunt Capacitor Bank, 13.8kV through 380kV
1
Jan. 31, 2012
Total =1
Batteries and Power Supplies
46-TMSS-01
Vented Lead Acid Stationary Battery
1
Dec. 01, 2020
46-TMSS-02
Battery Chargers
2
Mar. 17, 2020
46-TMSS-03
UPS 5 kVA thru 100 kVA
0
Dec. 16, 2006
46-TMSS-04
Valve Regulated Lead Acid (VRLA) Stationary Battery Bank
0
Jan. 07, 2007
46-TMSS-05
48 Volt Communication Battery Chargers
2
Dec. 01, 2020
46-TMSS-06
Vented Nickel Cadmium Stationary Battery
1
Dec. 01, 2020
46-TMSS-07
DC-DC CONVERTORS
0
Apr. 29, 2009
09-Feb-2021
Page 3 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
Total =7
Ethernet Switch
47-TMSS-01
Ruggedized Industrial Ethernet Switch For Substation Automation System
0
Dec. 17, 2014
47-TMSS-02
Industrial Ethernet Switch For Advanced Metering Infrastructure
0
Dec. 04, 2014
Total =2
Substation Industrial LAN Devices/Equipments
47-TMSS-03
Industrial Computer For Substation Automation System
0
Dec. 16, 2015
Total =1
Communications & Fiber Optic Equipment
48-TMSS-01
Pilot Wire Cables
0
Aug. 21, 2006
48-TMSS-02
Non-Metallic Fiber Optic Cables
2
Dec. 25, 2016
48-TMSS-03
Pilot Cable Termination Box
0
Sep. 27, 2006
48-TMSS-04
Pilot Cable Termination Equipment
0
Aug. 21, 2006
48-TMSS-05
Pilot Cable Termination Equipment With Cabinet
0
Aug. 21, 2006
48-TMSS-06
Medium Density Fiber Optic System
1
May. 28, 2015
48-TMSS-07
SHELTERS FOR TELECOMMUNICATION FACILITIES
2
Oct. 14, 2019
48-TMSS-08
1
Jun. 27, 2016
48-TMSS-09
OPTICAL TRANSPORT NETWORK (OTN)-DENSE WAVELENGTH DIVISION
MULTIPLEXING EQUIPMENT(DWDM) FOR BACKBONE NETWORK
Synchronous Digital Hierarchy (SDH) Equipment
0
Jan. 02, 2014
48-TMSS-10
Ethernet Switch
0
Jul. 18, 2013
48-TMSS-11
Communication Services Router
0
Jul. 18, 2013
48-TMSS-12
FIBER OPTIC INTERCONNECTING DEVICES AND PASSIVE COMPONENTS
1
May. 31, 2018
48-TMSS-13
Telecom Cabinets & Racks
0
Dec. 17, 2014
48-TMSS-14
Remote Fiber Testing System
0
Dec. 17, 2014
48-TMSS-15
Digital Distribution Frame (DDF)
0
Dec. 16, 2015
48-TMSS-16
Digital Private Automatic Branch Exchange (DPABX) Equipment
0
Dec. 16, 2015
48-TMSS-17
Protection Signalling Equipment (PSE)
0
Dec. 16, 2015
48-TMSS-18
0
Jan. 02, 2018
48-TMSS-19
CLOSED CIRCUIT TELEVISION (CCTV) SURVEILLANCE AND SECURITY ACCESS
CONTROL (SAC) SYSTEM
Very Small Aperture Terminal (VSAT)
0
Dec. 25, 2016
48-TMSS-20
OPTICAL FIBER AMPLIFIER (OFA) DEVICES, SUBSYSTEMS OR COMPONENTS
0
May. 22, 2017
48-TMSS-21
PACKET TRANSPORT SYSTEM BASED ON MPLS-TP
1
Apr. 08, 2019
48-TMSS-22
IDENTITY AND ACCESS MANAGEMENT (IAS)
0
Apr. 08, 2019
48-TMSS-23
DIGITAL TRUNKED RADIO SYSTEM (DTRS)
0
Apr. 08, 2019
48-TMSS-24
SERVER HARDWARE SPECIFICATIONS (OT)
0
Apr. 08, 2019
48-TMSS-25
ACTIVE TELECOM SHELTER (FOR DAWIYAT USE)
0
Apr. 08, 2019
Total =25
Transformers, Current and Potential
09-Feb-2021
Page 4 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
50-TMSS-01
Conventional and Low Power Current Transformers 11kV through 380kV
2
Dec. 01, 2020
50-TMSS-02
CAPACITOR VOLTAGE TRANSFORMER (CVT) 110kV THROUGH 380 kV
1
Jun. 27, 2016
50-TMSS-03
POTENTIAL TRANSFORMER 11kV THROUGH 380kV
1
Apr. 08, 2019
Total =3
Pad Mounted Station Service Transformer up to 2.5 MVA
51-TMSS-01
PAD- Mounted Station Service Transformer Up to 2.5 MVA
2
Mar. 17, 2020
Total =1
Transformer, Specialty
52-TMSS-01
Grounding Transformer, 13.8kV, 33kV or 34.5kV
0
May. 30, 2006
52-TMSS-02
Air Core Neutral grounding reactor
1
Dec. 25, 2016
Total =2
Power Transformer, Rated Above 2MVA
53-TMSS-01
Power Transformers, Rated Above 2.5 MVA
2
Dec. 25, 2016
53-TMSS-02
Power Transformers, Rated Above 100 MVA
1
Apr. 02, 2011
53-TMSS-03
Online Gas Analyzer
0
Aug. 31, 2009
Total =3
Electrical Insulating oil
54-TMSS-01
Uninhibited Insulating Mineral Oil
2
Dec. 16, 2015
54-TMSS-02
Inhibited Insulating Mineral Oil
0
Dec. 16, 2015
Total =2
Resistor
57-TMSS-01
Neutral Grounding Resistor, 11 kV through 34.5 kV
0
Jan. 08, 2007
57-TMSS-02
HARMONIC FILTER RESISTOR and DAMPING RESISTOR
0
Oct. 30, 2017
Total =2
Reactor
58-TMSS-01
Oil Immersed Reactor, 33 KV Through 380 KV
1
Jul. 18, 2013
58-TMSS-02
Air Core Series Reactor, 13.8KV Through 380KV
1
Jul. 18, 2013
Total =2
Static VAR Compensator “SVC”
59-TMSS-01
THYRISTOR VALVES FOR DYNAMIC REACTIVE POWER COMPENSATOR (DRPC)
0
Oct. 30, 2017
59-TMSS-02
VALVES COOLING SYSTEM FOR DYNAMIC REACTIVE POWER COMPENSATOR
(DRPC)
Voltage sourced converter (VSC) valves for static synchronous compensator
(STATCOM)
0
Oct. 30, 2017
0
Apr. 08, 2019
59-TMSS-03
Total =3
CONSTRUCTION MATERIALS AND SUPPLIES
70-TMSS-01
Shop Applied Internal Cement Mortar Lining Of Steel Pipes
0
Oct. 10, 2007
70-TMSS-02
Chainlink Fence
1
Mar. 03, 2020
09-Feb-2021
Page 5 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
70-TMSS-03
Normal Weight Ready-Mixed Portland Cement Concrete
2
Nov. 15, 2018
70-TMSS-04
CABLE TRENCH MATERIALS
1
Jun. 27, 2016
Total =4
CONSTRUCTION MATERIAL II
71-TMSS-02
Prefabricated portable bldg
0
Dec. 16, 2007
71-TMSS-03
Pre-Engineered Steel Building
1
Dec. 01, 2020
Total =2
AIR CONDITIONING EQUIPMENT
73-TMSS-01
Air Conditioning Units, Packaged
1
Jan. 21, 2013
73-TMSS-02
Packaged Air Cooled Water Chiller with Screw-Type Compressor
1
Apr. 13, 2014
73-TMSS-03
AIR HANDLING UNITS, CHILLED WATER TYPE
1
May. 22, 2017
73-TMSS-04
HVAC Pumps
1
Dec. 04, 2014
73-TMSS-05
Centrifugal Exhaust Fans
0
Jul. 17, 2007
Total =5
PIPES, HOSES, TUBINGS AND FITTINGS
75-TMSS-01
Plastic piping for plumbing systems
0
Dec. 03, 2008
75-TMSS-02
Vitreous China Plumbing Fixtures
0
Apr. 02, 2011
75-TMSS-03
Enameled Cast Iron Plumbing Fixtures
0
Jul. 17, 2007
Total =3
BOLTS; NUTS; WASHERS
76-TMSS-02
Irrigation Controllers And Valves
0
Jul. 15, 2007
Total =1
ABRASIVES; PAINT; PROTECTIVE COATING, OTHER
78-TMSS-01
Catalytically Cured Epoxy Phenolic Coating For Atmospheric Service
0
Oct. 10, 2007
78-TMSS-02
Catalytically Cured Epoxies & Epoxy Phenolics For Immersion And Damp Services
0
Oct. 10, 2007
78-TMSS-03
Primer: Zinc Phosphate
1
Jan. 21, 2013
78-TMSS-04
Paints: Enamel, Emulsion, Varnish And Laquers
0
Jun. 23, 2008
78-TMSS-05
Paints: Chlorinated Rubber Systems
0
Jun. 23, 2008
78-TMSS-06
Paints: Aluminum And Steel
0
Jun. 23, 2008
78-TMSS-07
Non-Skid Deck Paint
0
Jun. 23, 2008
78-TMSS-08
Miscellaneous Materials for Paints, Concrete Repairs and Plastering Accessories
1
Dec. 01, 2020
78-TMSS-09
Primers-Others
0
Dec. 03, 2008
78-TMSS-10
Paints for Interiors
0
Dec. 03, 2008
78-TMSS-11
Coating and Water Proofing
0
Dec. 03, 2008
78-TMSS-12
Floor Systems For Substations
0
Mar. 11, 2009
78-TMSS-13
Corrosion Protective Paint For Hot Dip Galvanized Steel Structures
0
Jan. 02, 2014
09-Feb-2021
Page 6 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
Total =13
WATER TREATMENT & STORAGE EQUIPMENT
80-TMSS-01
Shop Assembled Storage Tank
0
Jul. 15, 2007
Total =1
GENERATOR; PORTABLE; PUMPS; ENGINES; MOTOR
83-TMSS-01
Submersible Sump Pumps
0
Oct. 10, 2007
Total =1
SAFETY AND SECURITY EQUIPMENT
90-TMSS-01
Fire Protective Signaling Panel
0
Mar. 25, 2007
90-TMSS-02
Fire Water Pumps
1
Dec. 04, 2014
90-TMSS-03
Portable Fire Extinguishers
0
Jun. 24, 2008
90-TMSS-04
Carbon Steel Pipes For Fire Protection Systems
0
Dec. 03, 2008
90-TMSS-05
Aqueous Film Forming Foam (AFFF) & Fluoroprotein Foam Concentrates
0
Dec. 12, 2011
90-TMSS-07
Butt-Welding and Threaded Fittings for Fire Protection Systems
0
Dec. 12, 2011
90-TMSS-08
Emergency shower and eye (and face) wash equipment.
0
Apr. 29, 2009
90-TMSS-09
Valve Inspection And Testing Requirements
0
Jun. 23, 2008
90-TMSS-10
Fire Water Sprinklers
0
Dec. 16, 2007
Total =9
FURNISHINGS, MISCELLANEOUS APPLIANCES
94-TMSS-01
Automatic Electric Water Heaters
0
Jun. 23, 2008
94-TMSS-02
Drinking Water Coolers
0
Jun. 23, 2008
Total =2
TRANSMISSION ENGINEERING SPECIFICATION (TES)
FIRE PROTECTION SYSTEM
TES-B-106.01
Fire Detection And Alarm Systems
0
Dec. 17, 2007
TES-B-106.03
CO2 Total Flooding System
0
Dec. 03, 2008
TES-B-106.04
Deluge System
0
Apr. 29, 2009
TES-B-106.05
HFC-227ea Clean-Agent Extinguishing System
1
Dec. 16, 2015
TES-B-106.06
FK 5-1-12 Fixed Installation Total Flooding Clean-Agent Fire Extinguishing System
1
Dec. 16, 2015
Total =5
PAINT AND COATINGS
TES-H-107.01
Painting
1
Apr. 13, 2014
TES-H-107.02
Paint Color Codes and Standards
1
Jul. 18, 2013
Total =2
AIR CONDITIONING , HEATING
TES-K-100.01
09-Feb-2021
Heating, Ventilation and Air Conditioning Systems Design
2
Mar. 17, 2020
Page 7 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
Total =1
BATTERIES AND UPS STANDARDS
TES-P-103.01
Introduction to Batteries and UPS Standards
1
Dec. 01, 2020
TES-P-103.02
Storage Battery Selection and Capacity Determination
1
Mar. 17, 2020
TES-P-103.03
Battery Charger Sizing
1
Mar. 17, 2020
TES-P-103.04
Storage Battery Installation
1
Mar. 17, 2020
TES-P-103.05
Uninterruptible Power System
0
Jul. 15, 2007
TES-P-103.06
Communication DC Power Systems
0
Oct. 09, 2007
Total =6
UNDERGROUND CABLE ENGINEERING STANDARDS
TES-P-104.01
General Engineering Requirements for Underground Cables
1
Jun. 19, 2012
TES-P-104.02
Power Cable Construction
1
Jun. 19, 2012
TES-P-104.03
Sizing and Selection
1
Jun. 19, 2012
TES-P-104.04
Engineering Requirements for Splices & Terminations for Power Cables
1
Jun. 19, 2012
TES-P-104.05
Cable Installations, Engineering Requirements
3
Mar. 17, 2020
TES-P-104.08
BONDING AND GROUNDING OF METALLIC SHEATH OF INSULATED POWER
CABLE SYSTEM (69 kV TO 380 kV)
2
May. 31, 2018
Total =6
Substation Automation System
TES-P-107.01
Substation Automation System
0
Feb. 26, 2013
TES-P-107.02
SCADA SYSTEM FOR TRANSMISSION SUBSTATIONS WITH SUBSTATION
AUTOMATION SYSTEM (SAS)
SUBSTATION AUTOMATION SYSTEM HUMAN MACHINE INTERFACE GENERAL
VIEW
Cyber Security System Requirements for Substation Automation System
2
Nov. 15, 2018
1
Jan. 02, 2018
0
Dec. 25, 2016
Fiber Optic Cable Installation Engineering Requirements For Substation
Automation System
0
Mar. 17, 2020
TES-P-107.04
TES-P-107.05
TES-P-107.06
Total =5
Protection System
TES-P-108.02
2
Oct. 14, 2019
TES-P-108.03
PROTECTION REQUIREMENTS FOR 110kV THROUGH 380kV OVERHEAD
TRANSMISSION LINES
UG Cable Protection System 110kV Through 380kV
0
Feb. 26, 2013
TES-P-108.04
TELE-PROTECTION SYSTEMS
1
Oct. 14, 2019
TES-P-108.07
Shunt Reactor Protection System 33KV Through 380 kV
0
Jul. 18, 2013
TES-P-108.08
Shunt Capacitor Protection System 13.8KV Through 380KV
0
Jul. 18, 2013
TES-P-108.09
TRANSFORMER PROTECTION SYSTEM
1
Nov. 15, 2018
TES-P-108.10
BUS BAR AND CIRCUIT BREAKER FAILURE PROTECTION SYSTEM
0
Jun. 27, 2016
TES-P-108.11
PROTECTION SYSTEM FOR 11 KV and 13.8 KV FEEDERS
1
Nov. 15, 2018
TES-P-108.12
PROTECTION SYSTEM FOR 33 KV AND 34.5 KV FEEDERS
1
Nov. 15, 2018
TES-P-108.13
Bus Section and Bus Coupler Protection System
0
Dec. 25, 2016
TES-P-108.15
PROTECTIONS FOR VAR COMPENSATION SYSTEMS
0
May. 31, 2018
09-Feb-2021
Page 8 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
TES-P-108.16
UNDER VOLTAGE AND UNDER FREQUENCY LOAD SHEDDING SCHEME
0
Oct. 14, 2019
TES-P-108.17
HIGH-VOLTAGE DIRECT-CURRENT PROTECTIONSYSTEM
0
Nov. 15, 2018
TES-P-108.20
SAS EVENTS LIST FOR TRANSMISSION SUBSTATION WITH SUBSTATION
AUTOMATION SYSTEM (SAS)
1
Oct. 30, 2017
Total =14
Substation Design Standards
TES-P-119.01
Introduction to Substation Design Standards
0
Jan. 30, 2007
TES-P-119.02
[AMMENDMENT] Basic Design Aspects
1
Aug. 17, 2020
TES-P-119.05
Insulation Coordination
0
Oct. 17, 2006
TES-P-119.06
Surge Protection
0
Oct. 16, 2006
TES-P-119.07
Shielding
0
Oct. 16, 2006
TES-P-119.08
Substation Clearances
1
Dec. 16, 2015
TES-P-119.09
Busbars and Supporting Structures
1
Nov. 29, 2010
TES-P-119.10
Substation Grounding
1
Dec. 25, 2016
TES-P-119.11
Substation Insulators
0
Jan. 30, 2007
TES-P-119.12
Application Criteria for Electrical Equipment
0
Feb. 19, 2007
TES-P-119.18
Outdoor Equipment Foundation
1
Apr. 13, 2014
TES-P-119.19
SUBSTATION BUILDING AND SITE DEVELOPMENT
3
Nov. 15, 2018
TES-P-119.20
LV Cable Raceways & Cable Installation Practices
0
Dec. 16, 2006
TES-P-119.21
Fire & Loss Prevention and Security Requirements
1
Apr. 29, 2015
TES-P-119.25
LIGHTING AND RECEPTACLES FOR SUBSTATION YARD & BUILDING
2
May. 31, 2018
TES-P-119.26
Control Schemes for Substation Equipments
1
Nov. 29, 2010
TES-P-119.27
Supervisory Control and Data Acquisition (SCADA)
1
Jun. 30, 2010
TES-P-119.28
Protection and Metering Instrument Transformers CT & PT Sizing Calculation
0
Sep. 08, 2010
TES-P-119.29
LV Cable Selection and Sizing (600 V & Below)
0
Oct. 09, 2007
TES-P-119.30
AUXILIARY POWER SYSTEM AC/DC
2
Nov. 15, 2018
TES-P-119.31
Metering
0
Dec. 16, 2006
TES-P-119.33
Substation Electrical Diagrams
0
Dec. 16, 2006
TES-P-119.34
Application Of System Grounding
0
Dec. 15, 2007
TES-P-119.35
Station Auxiliary Transformer Sizing
0
Mar. 30, 2011
TES-P-119.36
Power Transformer Vector Group Matching
0
Jul. 06, 2011
TES-P-119.37
Short Circuit Calculation for Substation Equipment
0
Jul. 06, 2011
TES-P-119.38
Transformer Regulation and On Load Tap Changer Selection
0
Mar. 30, 2011
TES-P-119.39
Transformer Overloading & Life Span
0
Jun. 19, 2012
TES-P-119.40
Transformer X/R Ratio Calculation
0
Jul. 06, 2011
TES-P-119.41
Non-Linear Resistor Application in GIS
0
Mar. 30, 2011
TES-P-119.42
STATIC VAR COMPENSATOR (SVC)
1
Apr. 08, 2019
09-Feb-2021
Page 9 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
Total =31
TRANSMISSION LINE DESIGN STANDARDS
TES-P-122.01
[AMENDMENT] BASIC DESIGN REQUIREMENTS FOR OVERHEAD TRANSMISSION
LINES
CONDUCTORS AND OVERHEAD GROUND WIRES
2
Nov. 22, 2020
1
Jan. 02, 2018
3
Nov. 15, 2018
TES-P-122.05-PI
LINE HARDWARE & FITTINGS FOR CONDUCTORS AND OVERHEAD GROUND
WIRES
Transmission Line Structures Part I: Latticed Steel Towers
1
Jan. 31, 2012
TES-P-122.05-PII
Transmission Line Structures Part II: Steel Poles
1
Jan. 21, 2013
TES-P-122.06
Transmission Structure Foundations
0
Sep. 08, 2008
TES-P-122.07
Transmission Structure Spotting
1
Dec. 13, 2011
TES-P-122.08
Survey Guidelines
1
Dec. 13, 2011
TES-P-122.09
Clearances And Right Of Way Requirements
2
Mar. 17, 2020
TES-P-122.10
Transmission Line Grounding
0
Feb. 18, 2007
TES-P-122.11
Access Road And Structure Pad
1
Jan. 21, 2013
TES-P-122.12
Upgrading Of Overhead Transmission Lines
0
Jun. 25, 2008
TES-P-122.03
TES-P-122.04
Total =12
CIVIL WORKS
TES-Q-113.01
Design Criteria for Precast and Prestressed Concrete Structures
0
Jan. 31, 2012
Total =1
SAFETY AND SECURITY
TES-S-101.01
Safety and Security - Introduction
0
Dec. 15, 2007
TES-S-101.02
Safety & Security - Security Fence
0
Dec. 15, 2007
TES-S-101.03
Safety & Security - Category II Fence
0
Dec. 15, 2007
TES-S-101.04
Safety & Security - Catergory III Fence
0
Dec. 15, 2007
TES-S-101.05
Safety & Security - Category III Fence (Alternative)
0
Dec. 15, 2007
TES-S-101.06
Safety & Security - Gates in Perimeter Fences
0
Dec. 15, 2007
TES-S-101.07
Safety & Security - Gates in Woven Wire Fabric Fences
0
Dec. 15, 2007
TES-S-101.08
Safety & Security - Barbed "S" Wire Concertina
0
Dec. 15, 2007
TES-S-101.09
Safety & Security - Security and Emergency Exit Doors
0
Dec. 15, 2007
TES-S-101.10
0
Dec. 15, 2007
TES-S-101.11
Safety & Security - Locks Used on Security Doors, Perimeter Fences and
Emergency Exits
Safety & Security - Building Housing Vital Equipment
0
Dec. 15, 2007
TES-S-101.12
Safety & Security - Protection Of Vital Equipments
0
Dec. 15, 2007
TES-S-101.13
Safety & Security - Power Supplies
0
Dec. 15, 2007
TES-S-101.14
Safety & Security - Communications
0
Dec. 15, 2007
TES-S-101.15
Safety & Security - Security Lighting Systems
0
Dec. 15, 2007
TES-S-101.16
Safety & Security - Check Point Lighting
0
Dec. 15, 2007
TES-S-101.17
Safety & Security - Intruder Detection Systems
0
Dec. 15, 2007
09-Feb-2021
Page 10 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
TES-S-101.18
Safety & Security - Automatic Control of Entry
0
Dec. 15, 2007
TES-S-101.19
Safety & Security - Gate House and Vehicle Lock
0
Dec. 15, 2007
TES-S-101.20
Safety & Security - Fire Fighting Equipments
0
Dec. 15, 2007
TES-S-101.21
Safety & Security - Work Permit Procedures
0
Dec. 15, 2007
TES-S-101.22
Safety & Security - Expanded Metal Mesh
0
Dec. 15, 2007
TES-S-101.23
Safety & Security - Protection of Diesel Engines
0
Dec. 15, 2007
TES-S-101.24
Safety & Security - Gasoline Filling Stations
0
Dec. 15, 2007
TES-S-101.25
Safety & Security - Automatic Control of Entry
0
Dec. 15, 2007
TES-S-101.26
Safety & Security - Turn Isles for Entry Control
0
Dec. 15, 2007
TES-S-101.27
Safety & Security - Internal Tank Cleaning
0
Dec. 15, 2007
TES-S-101.28
Safety & Security - Blast Resistant Control Building
0
Dec. 15, 2007
TES-S-101.29
Safety & Security - Tank Spacing-Dikes And Drainage
0
Dec. 15, 2007
TES-S-101.30
Safety & Security - The safe design, Construction, Operation and MTCC of
On-Shore Pipelines for the Conveyance of Petrol
General Procedures / Safety Standards For Blasting Near SEC Facilities.
0
Dec. 15, 2007
0
Dec. 15, 2007
TES-S-101.31
Total =31
CYBER SECURITY
TES-S-102.01
CYBER SECURITY SYSTEM REQUIREMENTS
0
Jun. 27, 2016
Total =1
COMMUNICATIONS
TES-T-111.02
Communication Facility Grounding
0
Mar. 29, 2008
TES-T-111.03
Communications Facility Lightning and Electrical Protection
0
Mar. 31, 2010
TES-T-111.05
General And VF Level Circuit Performance
0
Feb. 14, 2007
TES-T-111.06
Fiber Optic and PCM Circuit Performance
0
Dec. 03, 2008
TES-T-111.07
PLC/SSB Circuit Performance
0
Dec. 03, 2008
TES-T-111.08
ACC/FDM Circuit Performance
0
Dec. 03, 2008
TES-T-111.10
Communications Feeder Cables
0
Dec. 03, 2008
TES-T-111.12
Outside Plant (Communications) Standards and Practices for Facility Area Plan
Design and Remote Distribution Area Plan Design
Fire Protection Of Communication Facilities
0
Nov. 11, 2009
0
Jun. 25, 2008
0
Jan. 30, 2007
TES-T-111.19
Environmental Considerations For Communications Sites And Remote
Communications Terminals
Design Criteria For Communication Tower
0
Jul. 15, 2007
TES-T-111.20
Design Criteria of Communication Towers (For Dawiyat Use)
0
Jan. 20, 2021
TES-T-111.17
TES-T-111.18
Total =12
WELDING
TES-W-109.01
General Welding Criteria
0
Mar. 30, 2011
Total =1
TRANSMISSION CONSTRUCTION SPECIFICATION (TCS)
09-Feb-2021
Page 11 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
AIR CONDITIONING, HEATING
TCS-K-100.01
HVAC Systems and Equipment Installation
1
Apr. 13, 2014
Total =1
BUILDING CODE
TCS-M-112.01
General Purpose Fencing
0
Dec. 03, 2008
Total =1
UNDERGROUND CABLE CONSTRUCTION STANDARDS
TCS-P-104.01
General Requirments
0
Aug. 04, 2007
TCS-P-104.02
Cable Reels Handling & Storage
0
Oct. 09, 2007
TCS-P-104.03
Trenches and Ducts
0
Jun. 25, 2008
TCS-P-104.06
CABLE INSTALLATION, FIELD HANDLING PROCEDURES
1
May. 22, 2017
TCS-P-104.08
Field Testing of Power Cables Rated 110kV, 115kV, 132kV, 230kV or 380kV
0
Dec. 16, 2007
Total =5
COMMISSIONING TESTS AND CHECKS OF POWER
TRANSMISSION NETWORK EQUIPMENT
TCS-P-105
PRE-COMMISSIONING TESTS/PROCEDURES FOR TRANSMISSION ELECTRICAL
3
May. 18, 2020
Total =1
Substation Automation System
TCS-P-107.01
PREPARATION OF SAS POINTS LIST FOR VERIFICATION
1
May. 31, 2018
TCS-P-107.03
Factory Acceptance Testing For Substation Automation Systems
0
Dec. 17, 2014
Total =2
PROTECTION SYSTEM CONSTRUCTION STANDARDS
TCS-P-108.03
FAT for Relay and Control Panel
0
Dec. 25, 2016
TCS-P-108.05
RTDS TESTING FOR PROTECTIVE INTELLIGENT ELECTRONIC DEVICES
0
Nov. 15, 2018
Total =2
TRANSMISSION SUBSTATIONS CONSTRUCTION STANDARDS
TCS-P-119.02
Terminal Compound Arrangement
0
Dec. 13, 2011
Total =1
TRANSMISSION LINE CONSTRUCTION STANDARDS
TCS-P-122.01
Safety in Construction of Transmission Lines
0
Oct. 10, 2007
TCS-P-122.02
Material Handling
0
Oct. 17, 2006
TCS-P-122.03
Structure Staking
0
Jun. 23, 2008
TCS-P-122.05
Installation Of Steel Structure Foundations
0
Dec. 16, 2006
TCS-P-122.06
Steel Structure Assembly And Erection
1
Dec. 17, 2014
TCS-P-122.07
Installation of Overhead Line Conductors and Ground Wires
1
Jan. 31, 2012
TCS-P-122.08
Installation of Optical Fiber Ground Wire (OPGW)
1
Jul. 18, 2013
09-Feb-2021
Page 12 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
TCS-P-122.09
Storage, Handling & Installation of Composite Insulators
0
Aug. 04, 2007
TCS-P-122.21
Transmission Line Structure Details for 69kV to 380kV.
0
Aug. 18, 2009
TCS-P-122.22
APPLICATION OF RTV SILICONE RUBBER COATING ON OUTDOOR CERAMIC
INSULATOTS
Application Of Corrosion Protective Paint On Hot Dip Galvanized Steel Structures
1
May. 22, 2017
0
Jan. 02, 2014
TCS-P122.23
Total =11
CONCRETE FOUNDATIONS
TCS-Q-113.01
Asphalt Concrete Paving
1
Jan. 02, 2014
TCS-Q-113.02
Earthworks
1
Jan. 21, 2013
TCS-Q-113.03
Cast in Place Concrete
1
Jan. 31, 2012
TCS-Q-113.04
Precast Concrete works
0
Dec. 17, 2007
TCS-Q-113.05
Reinforced Concrete Masonry
0
Dec. 13, 2011
TCS-Q-113.06
Concrete Rehabilitation
0
Jun. 19, 2012
Total =6
COMMUNICATIONS/UNDERGROUND COMMUNICATION
(TELEPHONE/OPTICAL FIBER/PILOT) CABLE INSTALLATION
TCS-T-111.01
1
May. 31, 2018
TCS-T-111.02
INSPECTION/ TESTING, ACCEPTANCE AND COMMISSIONING OF
COMMUNICATIONS NETWORK EQUIPMENT
Conduit Sealing For Underground Communication Cable
0
Dec. 03, 2008
TCS-T-111.03
Communication Cable Splicing
0
Nov. 29, 2010
TCS-T-111.04
Underground Telephone Cable Installation
0
Mar. 31, 2010
TCS-T-111.05
Long Pulls And Reel Length Limitations Of Underground Telephone Cables
0
Mar. 29, 2008
TCS-T-111.06
Optical Fiber Cables Splicing
1
Mar. 17, 2020
TCS-T-111.08
Installation of Underground Non-Metallic Fiber Optic Cables
1
Dec. 01, 2020
TCS-T-111.10
Underground Installation, Splicing and Testing / Acceptance of Pilot Cables
0
Dec. 03, 2008
TCS-T-111.11
Design And Installation Of Underground Communications Conduit And Manhole
System
Mini-Trenching
0
Mar. 29, 2008
0
Dec. 13, 2011
TCS-T-111.12
Total =10
TRANSMISSION DEVELOPMENT SPECIFICATION (TSD)
TRANSMISSION STANDARD DRAWINGS
TA-800001
110 /115 KV High/Low Bus Support & Disconnect Switch Structures
0
Mar. 25, 2007
TA-800002
Plan, Elevation, Section And Details Of Standard Switch Operating Platform
0
Mar. 25, 2007
TA-800003
110/115/132kv Typical Gantry Structure Drawing
0
Dec. 25, 2016
TA-800004
Lighting/Lightning Steel Monopoles
0
Mar. 25, 2007
TA-800005
110 kV to 115 kV "A" Frame Take Off Structure
0
Oct. 09, 2007
TA-800006
110/115 kV Take Off Structure – Lattice Gantry Structure
0
Jul. 15, 2007
TA-800009
Steel Doors, Frames and Hardware for SSD/7 Security Requirements
0
Dec. 13, 2011
TA-800012
Precast Concrete Boundary Wall (Plan, Elevation & Details)
0
Apr. 29, 2009
09-Feb-2021
Page 13 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
TA-800013
Boundary Wall for Substation Location in Urban Areas
0
Aug. 31, 2009
TA-800022
Gate in Woven Wire Fabric Fence (SAG SSD/5A:TES-S-101.07)
0
Oct. 12, 2009
TA-800023
Door Schedule & Details
0
Apr. 29, 2009
TA-800024
Finish Schedule / Miscellaneous Details
0
Apr. 29, 2009
TA-800039
Plans, Elevations & Sections for Gatehouse
0
Jun. 30, 2010
TA-800040
Foundation, Roof Plan & Details for Gatehouse
0
Jun. 30, 2010
TA-800041
Miscellaneous Details for Gatehouse
0
Jun. 30, 2010
TA-800042
Miscellaneous Details, Security Mesh & Bar Bending Schedule for Gatehouse
0
Jun. 30, 2010
TA-800049
Access Cage Ladder
0
Feb. 27, 2013
TA-800062
Typical Duct Bank Sections, Concrete Duct Bank 69kV to 380kV
0
Mar. 11, 2009
TA-800063
Highway Crossings for 69kV to 380kV Cables
0
Mar. 11, 2009
TA-800068
0
Nov. 23, 2009
0
Nov. 11, 2009
TA-800092
Highway Under Crossing for 110kV to 380kV U/G Power Cables by Directional
Drilling
Typical Detail of Conduit Mounting on the Gantry Structure for Non-Metallic Fiber
Optic Cables
Details Of Standard Anchor Bolts
0
Dec. 04, 2014
TA-800094
Typical Duct Splaying Layout For Manhole Entry
0
Dec. 17, 2014
TA-800096
Service Manhole Type-1 (1.20m x 1.5m x 1.85m) Details and Reinforcement
0
Mar. 30, 2011
TA-800097
Service Manhole Type-2 (1.50m x 2.75m x 2.00m) Details and Reinforcement
0
Mar. 30, 2011
TA-800098
Manhole/Handhole Accessories for Communications
0
Nov. 29, 2010
TA-800099
380kV Typical Gantry Structure
0
Dec. 16, 2015
TA-800100
132 kV Steel Take Off Structure and Details
0
Jun. 23, 2008
TA-800101
132kV "A” Frame Take-Off Structure
0
Nov. 23, 2009
TA-800102
132 kV High/Low Bus Support & Disconnect Switch Structures.
0
Jun. 23, 2008
TA-800106
Fire Protection System, Miscellaneous Details
0
Mar. 29, 2008
TA-800111
Substation Signboard at Gate House
0
Mar. 29, 2008
TA-800112
Decorative Steel Fence
0
Apr. 29, 2009
TA-800113
Chain Link Boundary Fence
0
Apr. 29, 2009
TA-800133
Removable Crash Barrier, Location Plan and Detail in Substation
0
Sep. 08, 2010
TA-800134
Septic Tank Installation Details for Non-Traffic Area
0
Sep. 08, 2010
TA-800135
Disposal System Layout & Seepage Pit Installation Details
0
Sep. 08, 2010
TA-800136
Miscellaneous Field Installation Details for Sanitary Works
0
Sep. 08, 2010
TA-800137
Sanitary Sewer Manhole Precast Concrete Plan, Section & Details
0
Sep. 08, 2010
TA-800138
Drainage Sump, Drainage Channel and Sewer Manhole Cover Details
0
Sep. 08, 2010
TA-800139
Counter Weight for Vehicle Entry Gate
0
Nov. 29, 2010
TA-800140
Water Proofing for Duct Banks, Manhole/Handhole and Alternate Roof Drainage
Details
Installation Detail for Link Boxes above Ground
0
Nov. 29, 2010
0
Jan. 31, 2012
Installation Detail for Link Boxes Below Ground 110 kV, 115 kV, 132 kV, 230 kV
And 380 kV
0
Jan. 21, 2013
TA-800078
TA-800141
TA-800142
09-Feb-2021
Page 14 of 15
Standard No.
Title
Rev. No.
Rev. Approved Date
TA-800143
Concrete Masonry Unit (CMU) In Typical Substation, Plan, Sections And Details
0
Jun. 19, 2012
TA-800144
0
Jun. 19, 2012
TA-800151
Precast Boundary Wall Type-II (Typical Layout Plan, Elevation, Sections and
Details)
Heating, Ventilation and Air Conditioning (HVAC) Construction Details
0
Feb. 27, 2013
TA-800152
Heating, Ventilation and Air Conditioning (HVAC) Construction Details
0
Apr. 13, 2014
TB-800014
Pipe Line Crossing for SEC Access Roads
0
Sep. 08, 2010
TB-800067
Direct Buried Cable Trench Details in Rocky Area (Communications).
0
Aug. 31, 2009
TB-800069
Standard Trench detail Joint Communication & Power Cables
0
Aug. 31, 2009
TB-800076
1
Dec. 25, 2016
1
Dec. 25, 2016
TB-800079
Standard Precast Hand-Hole for Communication in Non Traffic Areas (1.20m x
1.20m x 1.20m)
Standard Precast Hand-Hole for Communication in Traffic Areas (1.20m x 1.20m x
1.20m)
PVC Conduit Installation Concrete Encased (Vital Communications)
0
Sep. 08, 2010
TB-800090
PVC Conduit Installation Concrete Encased (Non-Vital Communications)
0
Sep. 08, 2010
TB-800091
Concrete Encased Duct Detail for Rocky Areas (Vital Communications)
0
Nov. 11, 2009
TB-800095
CRASH BARRIER
0
Oct. 30, 2017
TC-800003
Signboard on Substation Building
1
May. 16, 2012
TC-800115
Transformer-Medium Voltage Switchgear Connection: Cable Arrangement
0
Jun. 30, 2010
TD-800007
Standard Sign Danger High Voltage Keep Away
0
Oct. 09, 2007
TD-800008
Standard Sign Danger High Voltage-Bone Skull
0
Jul. 15, 2007
TD-800061
Typical Tower Structure Configuration 380kV, 230kV, 132kV, 115kV & 110kV
0
Aug. 19, 2009
TE-800110
SEC Monogram for equipment Mounting
0
Dec. 03, 2008
TB-800077
Total =63
SAUDI ELECTRICITY COMPANY ENGINEERING DRAWINGS STANDARD(SEEDS)
ENGINEERING DRAWINGS STANDARD
SEEDS-I
0
PREPARING, PROCESSING & MANAGING TRANSMISSION
DRAWINGS/DOCUMENTS
Apr. 29, 2009
Total =1
ENGINEERING DRAWINGS STANDARD FOR CONTRACTORS
SEEDS-II
1
Saudi Electricity Company Engineering Drawings Standard (SEEDS) for Preparing,
Processing & Managing Transmission Drawings/Documents
Jul. 09, 2011
Total =1
STANDARD GUIDELINES FOR GEOGRAPHIC INFORMATION
SYSTEM (GIS)
SEED-III
STANDARD GUIDELINES FOR GEOGRAPHIC INFORMATION SYSTEM (GIS)
0
Jul. 13, 2014
Total =1
TMSS
09-Feb-2021
157
TES
128
TCS
40
TSD
63
SEEDS
3
TOTAL
391
Page 15 of 15
APPENDIX - III
Page
TECHNICAL DATA MANUALS
1.
1
of
1
Technical Data Manuals
The CONTRACTOR shall provide Technical Data Manuals as applicable for
underground cable systems installed under the PROJECT. The CONTRACTOR shall
submit at least two (2) sets of manuals for review and approval by the COMPANY at
least two (2) months prior to the mechanical completion date of the PROJECT. After
COMPANY’S approval, the CONTRACTOR shall submit three (3) sets of final
approved manuals two (2) weeks before mechanical completion date of the PROJECT.
2.
Underground Cables
The CONTRACTOR shall provide the technical data as applicable for XLPE cables,
splices and terminations, as per details of updated Data Schedules of the relevant
Material Standard Specifications (TMSS) stamped by the manufacturer.
In addition to the above mentioned TMSS Data Schedules, the CONTRACTOR shall
provide
additional
circuit
information
in
the
attached
Form
No.
PTD-UG
TECHNICAL DATA FOR UNDERGROUND CABLES
Form No: PTD-UGC DS6
Project Title: TITLE
Prepared by:
Substation :
ITEM
#
NAME OF
CIRCUIT
KV
CABLE TYPE
XLPE
MANUFA
CTURER
CONDUCTOR
SIZE
CABLE PER PHASE
Date:
STRAIGHT
JOINTS
INSULATED
JOINT
STOP JOINTS
APPENDIX - IV
RIGHT OF WAY (ROW) APPROVAL AND
CORRESPONDENCE
Page
1
of
1
The Right -of- Way approval correspondences/conditions for the route shown in the ROW
drawing is attached. The CONTRACTOR shall be responsible to implement all of these
conditions and shall fully comply with the requirements stipulated in the approval letters from
various agencies.
The CONTRACTOR shall ensure strict compliance to all approval conditions of the various
government and / or private agencies.
APPENDIX
V
EXHIBIT I
Contractor:
_________________
Contract No.:
_________________
S C H E D U L E
O F
A S S E T
Work Description: ____________________________________
Work Location:
____________________________________
E Q U I P M E N T / C O M P O N E N T
FOR SEC
USE ONLY
P. O. NO.
OR
INV. NO.
B I N o.:
___________________
J O N o.:
___________________
J O T i t l e: ___________________
D a t e:
___________________
I D E N T I F I C A T I O N
DESCRIPTION
RATING
etc.
CAP.
D E T A I L S
MANUFACTURER
MODEL
NUMBER
SERIAL
NUMBER
AMOUNT
(SR)
EXPECTED
INSTALLATION
DATE
Contractor’s Representative:
N a m e & S i g n a t u re
Date
APPENDIX
VI
COMMUNICATION SYSTEM
REQUIREMENTS
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
DESCRIPTION
CHK’D
‫الكهرباء‬
TELECOM ENGINEERING AND SUBSTATION AUTOMATION DEPARTMENT
1
2
3
NO.
TELECOM ENGINEERING AND SUBSTATION AUTOMATION DIVISION - WOA
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
ATTACHMENT
OF
PTS-20WC1033
SCOPE OF WORK AND TECHNICAL SPECIFICATIONS FOR FIBER
OPTIC CABLE AND LINK REQUIREMENTS FOR
COMMUNICATION SYSTEM
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
1
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
TABLE OF CONTENTS
DESCRIPTION
SECTION
REVISIONS
DRAWN BY
II
22/02/2021
CHK’D BY
AMF
1.01
COMMUNICATIONS WORKS
1.02
STANDARDS, CODES AND SPECIFICATIONS
MATERIALS
2.01 OPTICAL FIBER CABLE (NMFOC, OPGW,ADSS)
RAAFAT
DATE
SCOPE OF WORK
1
2
3
NO.
I
2.02
FIBER OPTIC JOINT BOXES
2.03
FIBER MANAGEMENT RACK
APPROVED
TESAD-WOA
III
IV
TECHNICAL SPECIFICATIONS
3.01
FIBER OPTIC CABLE INSTALLATIONS
3.02
INSTALLATION OF FIBER OPTIC
CABLE JOINT BOXES
TESTING AND COMMISSIONING
4.01
TESTING OF FIBER OPTIC CABLES
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
2
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
SECTION I- SCOPE OF WORK
1.
COMMUNICATION WORKS
DESCRIPTION
1.01 CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
1
2
3
NO.
A)
REVISIONS
DRAWN BY
UG-NMFOC from Madinah ISTP 110KV S/S To NAKHEEL 110KV S/S.
a- Provide and install one (1) No of U/G-NMFOC having approximately 9 Km long, 96
cores single mode cable ITU-T G652D, from the New Optical Fiber Management Rack
(OFMR) inside Madinah ISTP 110KV S/S communication room to the New Optical
Fiber Management Rack (OFMR) inside NAKHEEL 110KV S/S. The U/G-NMFOC shall
be routed through the communication ductbank. CONTRACTOR shall provide and install
ductbank, PVC/HDPE subducts for routing U/G-NMFOC.
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
Design and construction of communication ductbank and handholes for routing the U/GNMFOC inside the switchyard up to the communication room at switchgear and control
building including the installation PVC coated RSGC and cable trays at the
communication room shall be done by the contractor.
APPROVED
The CONTRACTOR is fully responsible to provide all associated accessories (FSTP,
Pigtail, Patch Cord, Connectors, etc.) at Madinah ISTP 110KV S/S and NAKHEEL
110KV S/S in order to patch/terminate the proposed fiber optic cables under this
project.
TESAD-WOA
Perform splicing of Eall 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: Madinah ISTP 110KV S/S to NAKHEEL 110KV S/S: 1x96 cores.
The CONTRACTOR shall provide, install, test and commission Dispersion Unshifted
Single- Mode (ITU-T G.652D) underground non-metallic fiber optic cable (U/G-NMFOC)
type.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
b-
Provide and install Optical Fiber Management Rack (OFMR) with FSTPs in the
communication room as follows:
Madinah ISTP 110KV S/S
1FMR+2FSTP
-
B)
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
NAKHEEL 110KV S/S
UG-NMFOC From Madinah ISTP 110KV S/S To ISUNI-2 110KV S/S.
a- Provide and install one (1) No of U/G-NMFOC having approximately 13 Km long, 96
cores single mode cable ITU-T G652D, from the New Optical Fiber Management Rack
(OFMR) inside Madinah ISTP 110KV S/S communication room to the New Optical
Fiber Management Rack (OFMR) inside ISUNI-2 110KV S/S. The U/G-NMFOC shall be
routed through the communication ductbank. CONTRACTOR shall provide and install
ATTACHMENT
JOB ORDER NO.
1FMR+1FSTP
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
3
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
ductbank, PVC/HDPE subducts for routing U/G-NMFOC.
DESCRIPTION
Design and construction of communication ductbank and handholes for routing the U/GNMFOC inside the switchyard up to the communication room at switchgear and control
building including the installation PVC coated RSGC and cable trays at the
communication room shall be done by the contractor.
Perform splicing of Eall 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: Madinah ISTP 110KV S/S to ISUNI-2 110KV S/S: 1x96 cores.
1
2
3
NO.
The CONTRACTOR is fully responsible to provide all associated accessories (FSTP,
Pigtail, Patch Cord, Connectors, etc.) at Madinah ISTP 110KV S/S and ISUNI-2
110KV S/S in order to patch/terminate the proposed fiber optic cables under this
project.
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
The CONTRACTOR shall provide, install, test and commission Dispersion Unshifted
Single- Mode (ITU-T G.652D) underground non-metallic fiber optic cable (U/G-NMFOC)
type.
b-
TESAD-WOA
F)
Provide and install Optical Fiber Management Rack (OFMR) with FSTPs in the
communication room as follows:
ISUNI-2 110KV S/S
1FMR+1FSTP
SPLICING/TERMINATION AND COMPLETING THE LINKS
For all links mentioned above, the CONTRACTOR shall perform splicing/termination of
all fibers cores at all required locations joint boxes to form complete Fiber Optic link. All
Connectors at all joint locations in these links shall be LC/APC type.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
4
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
1.02 STANDARDS, CODES AND SPECIFICATIONS
A. COMPANY Material Standard Specifications
DESCRIPTION
TMSS #
10-TMSS-04 Rev.02
48-TMSS-02 Rev.02
Description
AMMENDMENT-01 - Optical Fiber Ground Wire (OPGW)
Non-Metallic Fiber Optic Cable (NMFOC)
1
2
3
NO.
B. COMPANY Construction Standards
REVISIONS
DRAWN BY
TCS #
TCS-T-111.06
Rev.01
TCS-T-111.08
Rev.01
Description
Optical Fiber Cables Splicing
Underground Installation of Optical Fiber Cables
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
B. COMPANY Standards Drawings
TSD #
TB-800079 Rev.00
TA-800098 Rev.00
TESAD-WOA
TB-800076 Rev.01
TB-800077 Rev.01
TA-800078 Rev.00
Description
PVC Conduit Installation Concrete Encasement
Communication
Manhole/Handhole Accessories for Communications
Standard Precast Handhole for Communication in NonTraffic Areas (1.20mx1.20mx1.20m)
Standard Pre-cast Handhole for Communication in
Traffic
Areas (1.20mx1.20mx1.20m)
Typical Detail of Conduit Mounting on the Gantry
structure for Non-metallic Fiber Optic Cables
**** END OF SECTION I ****
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
5
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
SECTION II-MATERIALS
2.01 OPTICAL FIBER CABLES
DESCRIPTION
A. COMPOSITE OPTICAL GROUNDWIRE (OPGW)
1
2
3
NO.
The composite Optical Groundwire Cable (OPGW) shall meet all the requirements of
COMPANY Material Standard Specification 10-TMSS-4.
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.
REVISIONS
B. UNDERGROUND NON-METALLIC FIBER OPTIC CABLE (NMFOC)
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
The Non-Metallic Underground Optical Fiber Cable shall meet all the requirements of
COMPANY Material Standard Specifications 48-TMSS-02,
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.
C. SELF SUPPORTING NON-METALLIC FIBER OPTIC CABLE (SS NMFOC)
The Self-supporting Non-Metallic Fiber Optic Cable shall meet all the requirements of
the COMPANY Material Standard Specification 48-TMSS-02,
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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.
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
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
6
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2.02 FIBER OPTICS JOINT BOXES
A. TAKE-OFF STRUCTURE TYPE 4-WAY JOINT BOX (OPGW - U/G NMFOC)
1
2
3
NO.
DESCRIPTION
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.
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
B. TAKE-OFF STRUCTURE TYPE 4-WAY JOINT BOX (SS NMFOC - U/G-NMFOC)
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.
APPROVED
TESAD-WOA
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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
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.
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
7
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D. MID SPAN TYPE 4-WAY JOINT BOX (SS NMFOC – SS NMFOC)
1
2
3
NO.
DESCRIPTION
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.
REVISIONS
E. UNDERGROUND TYPE 4-WAY JOINT BOX (U/G NMFOC – U/G NMFOC)
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
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.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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,
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
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
8
OF
21
REV.
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CHK’D
‫الكهرباء‬
and comment before manufacture of each tag.
Notes applicable to all Joint Boxes-Other
1
2
3
NO.
DESCRIPTION
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):
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
a.
b.
c.
d.
e.
f.
g.
Crush Resistance, static load
Impact Resistance, chemical resistance test
Dimensions and mounting details of the Joint Box
Inside dimensions, and details for mounting of all accessories
Watertighthness and temperature cycling test of the Joint Box
Grounding Details of the Joint Box
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.
TESAD-WOA
2.03. OPTICAL FIBER MANAGEMENT RACK:O.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.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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
(96) fusion splices. Also, the enclosure used to hold the splice organizer/splice
cassette tray shall be designed with sufficient space, and lopping supports to
provide storage of a minimum of five (5) meters of excess fiber optics pigtail
cable (96 pigtails).
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
9
OF
21
REV.
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1
2
3
NO.
DESCRIPTION
CHK’D
‫الكهرباء‬
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
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 96 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
96 fibers (or 2 each 24-cores Fiber Optics Cables).
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
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.
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
**** END OF SECTION II ****
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
10
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
SECTION III- TECHNICAL SPECIFICATIONS
3.01 FIBER OPTIC CABLE INSTALLATIONS
DESCRIPTION
CONTRACTOR shall prepare the details and procedures in the installation, including
cable splicing shall be submitted to the COMPANY for review and acceptance.
1
2
3
NO.
A. Optical Fiber Cables (OPGW)
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
The OPGW cable shall be installed as per COMPANY Construction Standard TCS-P122.8.
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.
APPROVED
B. Optical Fiber Cables (SS NMFOC)
TESAD-WOA
The SS NFOC shall be installed in full compliance with the installation instructions of the
SS NMFOC 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.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
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
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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
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
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
11
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DESCRIPTION
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.
1
2
3
NO.
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:
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
Type of Fiber Optics Cable, and COMPANY Fiber Optics Cable Specifications: (E.G.
Single Mode, 48-TMSS-02, etc.)
Cable tags shall be either an embossed plastic, or metal firmly secured to the subduct of
the incoming fiber optics cable.
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 Rev.01
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.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
12
OF
21
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CHK’D
‫الكهرباء‬
3.02 INSTALLATION OF FIBER OPTIC CABLE JOINT BOXES
A. Optical Fiber Cable Joint Boxes
DESCRIPTION
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.
1
2
3
NO.
2.
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.
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
OPGW-U/G NMFOC (4 way)
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
APPROVED
TESAD-WOA
3.
OPGW-SS NMFOC (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.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
4.
SS NFOC – U/G NMFOC (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).
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
5.
SS NFOC – SS NFOC (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.
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
13
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21
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‫الكهرباء‬
B. Fiber Optics Splicing Requirements
DESCRIPTION
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.
1
2
3
NO.
Optical attenuation of the Fiber splices, estimated by the Fusion Splicing Machine,
shall not exceed 0.05dB per splice.
REVISIONS
DRAWN BY
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.
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
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 ****
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
14
OF
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CHK’D
‫الكهرباء‬
4.01 SECTION IV- TESTING OF FIBER OPTIC CABLES
A. Factory Test of Fiber Optic Cables
REVISIONS
DRAWN BY
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-04 and 48-TMSS-02.
4.
All fiber optic cables are required to be subjected to factory tests as per following
procedure:
1
2
3
NO.
DESCRIPTION
All optical fiber cables are required to be subjected to factory tests as per the following
procedure:
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
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.
APPROVED
TESAD-WOA
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):
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
7.
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).
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:
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
15
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
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.
1
2
3
NO.
DESCRIPTION
CHK’D
‫الكهرباء‬
a.
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
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.
TESAD-WOA
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 .
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
a.
With the cable on the drums on-site prior to installation (Pre-Installation
Test).
b.
With each cable length in its final condition with all clamps and other
accessories attached (Post-Installation Test).
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
16
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
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.
DESCRIPTION
c.
The
CONTRACTOR
shall
complete
all
mechanical
WORKS,
preelectrical/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.
1
2
3
NO.
C. Preparation for Acceptance Test and Inspection
REVISIONS
D. Scheduling Commissioning Tests and Inspection
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
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:
TESAD-WOA
a.
b.
c.
Marked-up Construction Drawings
Pre-Commissioning Test Results
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).
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
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
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
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
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.
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
17
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
H. Order of Acceptance Test and Inspection Related Activities
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
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.
1
2
3
NO.
DESCRIPTION
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.
APPROVED
TESAD-WOA
AS-Built Drawing:
A. As the Project nears completion, the CONTRACTOR in sufficient details recording all
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
Changes/Modifications shall prepare “As-Built” drawings and locations of underground
substructure or any sub-surface utilities and cut mark identified and located in the field
during construction of the Project to present an accurate record for COMPANY.
B. 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
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
prepare new Drawing Control Sheet, which shall include the new and existing
drawings. The CONTRACTOR shall coordinate with COMPANY for the list of the
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
18
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
existing drawings. All Drawing Control Sheets, listing all proposed and existing
drawings shall also be submitted in the Base Design submittal.
C. All revisions shall reflect field modifications to engineering flow diagrams, electrical
DESCRIPTION
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
CONTRACTOR. If the CONTRACTOR was given hard copy or tiff image file to
1
2
3
NO.
field modifications to drawing and diagrams prepared by the Vendors and SubREVISIONS
DRAWN BY
existing "as-built drawings, then it is the responsibility of the CONTRACTOR to
request COMPANY at least two (2) months before the Technical completion for the
RAAFAT
DATE
22/02/2021
existing "As-Built"drawings and redraw them in Microstation V8 or above version
CHK’D BY
AMF
software in accordance with SEEDS-I, Rev.01. The Updating of existing "as-built"
drawings will not be accepted.
APPROVED
TESAD-WOA
D. As part of " As-Built " drawings submission, the CONTRACTOR shall also provide
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 COMPANY at the substation.

One (1) set shall be submitted to COMPANY.

One (1) set shall be used for "as-built" by the CONTRACTOR'S Engineering and
Design Consultants, which shall be included in the final submittal.
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
E. One (1) sample of original (digital Microstation *.DGN format and Mylar) and five (5)
check prints from different "As-Built" engineering drawings shall be submitted to
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. Before submitting the final as-built drawings, one
sample drawing shall be submitted and got approved.
F. Five (5) copies of the as-built documents shall be submitted to COMPANY for
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
reviewas 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
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
19
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
revised "As-Built" drawings shall be re-submitted within four (4) weeks after
commissioning. Five (5) sets of final "As-Built" drawings, one (1) set of good quality
"As-Built Mylar's and one (1) set of as-built digital Microstation *.DGN format drawings
DESCRIPTION
in CD shall be submitted to COMPANY for records.
G. In addition to the "As-Built” drawings, the CONTRACTOR shall submit all documents
related to th Project, Such as but not be limited to the following:
1. Base design manuals
3. Cable splicing details
1
2
3
NO.
2. As-built installation manuals
REVISIONS
DRAWN BY
4. Test/commissioning data
5. Material test results
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
H. Each drawing should be provided and protected by a plastic pouch including the
drawing control sheet/index. All drawings will be properly photocopied to ensure
readability of all pages. All drawings will be submitted in Binder’s with specifically
APPROVED
marked as e.g. Volume I and Volume II on both the folder cover and its spine.
TESAD-WOA
I.
Showing all Road Name, Street Name & Landmark for the FOC route.
J. Showing coordinates in UTM WGS 84 format of all proposed and existing
Communication Handhole/Manhole, HDD/Micro Trench and Joint Box installed inbetween and inside substations along the FOC route, MH/HH elevation to be
considered.
K. In addition to the " Colored As-Built” drawings, the CONTRACTOR shall submit
approved FOC duct bank layout for both the linked substations
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
L. Showing fiber Color Code, Circuit details, Fiber Type, Circuit No. In the case of joining
existing fiber with a new one which has different color coding, different number of
cores, different ITUT-T types, and/or different manufacturer, this information shall be
highlighted and indicated clearly in the left and right side of joint box/ joint closure
drawing.
M. Showing Manhole/Handhole cross section and fold-out details with used and spare
ducts & subducts number assignments.
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
N. FOC route length table to be updated in As-built with Section length between
Manhole/Handhole, loop inside the HH & Accumulative length using STN: 0km+0m
notation based on segment length of duct bank/trench
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
20
OF
21
REV.
01
‫الشركة الوطنية لنقل الكهرباء‬
National Grid SA
CHK’D
‫الكهرباء‬
O. Clearly indicated HDD/Micro Trench with a particular color & the exact length.
P. Joint closure to be marked and numbered on the route as well per the FOC route
length Table. If the route drawing is combining more than one fiber link, clearly
DESCRIPTION
indicate which link the joint closure belong to.
Q. Cross section of trench (Direct-buried, HDD/Micro Trench) should be updated in the
As-built with used and spare ducts & subducts number assignments.
1
2
3
NO.
R. As built to be provided for the complete route, including the existing route "if there is".
*** END OF SECTION VI & SOW/TS ***
REVISIONS
DRAWN BY
RAAFAT
DATE
22/02/2021
CHK’D BY
AMF
APPROVED
TESAD-WOA
CERTIFIED
BY:
MRR
DATE:
22-Feb-21
THIS DRAWING IS NOT
TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
MATERIALS
UNTIL
CERTIFIED AND DATED
ATTACHMENT
JOB ORDER NO.
PLANT NO.
INDEX
DOCUMENT NO.
CONSTRUCTION OF Madinah ISTP 110/13.8KV S/S
NG1168
A
PTS-20WC1033
PAGE NO.
21
OF
21
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
1
2
3
NO.
APPENDIX - XXX
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
AND MATERIALS SPECIFICATIONS
DATE:
FOR
APPROVED
UNDERGROUND CABLES
BY:
JAH
DATE:
CERTIFIED
( CIVIL APPENDIX )
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
1
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
CHK’D
APP’D
NATIONAL GRID SA
TABLE OF CONTENTS
DESCRIPTION
SECTION
I
Page
1
2
3
NO.
1.1
1.2
II
REVISIONS
DEPT.:
4-6
INTRODUCTION
4
GENERAL
DEFINITION OF TERMS
4
SCOPE OF WORK
2.1
7-8
7
CIVIL WORK
E&DD
III
PREP. BY
MS / MA
BASIC REQUIREMENTS & GUIDELINES
9-12
9
3.1
GENERAL
3.2
PREPARATION OF CIVIL AND STRUCTURAL DESIGN
CALCULATIONS
DATE:
IV
9
13-22
TECHNICAL REQUIREMENTS
4.1
GENERAL
13
4.2
CONCRETE ENCASED DUCTBANKS
13
4.3
DIRECT BURIED CABLES
13
4.4
DIRECT BURIED CABLE DUCTS/CONDUITS
13
4.5
GEOTECHNICAL INVESTIGATION REPORT & SOIL
RESISTIVITY MEASUREMENTS
O/H – U/G TRANSITION AREA (IF REQUIRED)
13
APPROVED
BY:
JAH
DATE:
4.6
BY:
14
CERTIFIED
4.7
COMPANY PROVIDED DESIGN OF TRANSITION/TAKEOFF STRUCTURE (IF REQUIRED)
15
AAS
4.8
16
4.9
NEW DESIGN OF TRANSITION/TAKE-OFF
STRUCTURE (IF REQUIRED)
FOUNDATIONS FOR STEEL STRUCTURES
4.10
CAST IN PLACE CONCRETE
16
4.11
PRECAST CONCRETE
16
4.12
CONCRETE PROTECTION FOR REINFORCEMENT
16
4.13
EXCAVATION AND BACKFILL
17
4.14
SLOPE PROTECTION
17
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
4.15
4.16
ASPHALT ACCESS ROAD TO O/H –U/G TRANSITION
AREA (IF REQUIRED)
GROUNDING OF CONCRETE REINFORCEMENT
PLANT NO.
JOB ORDER NO.
16
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
17
17
PAGE NO.
2
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
APP’D
NATIONAL GRID SA
CHK’D
TABLE OF CONTENTS
SECTION
Page
4.18
REMOVAL OF SAND DUNES & SAND STABILIZATION
(IF REQUIRED)
COMMUNICATION HANDHOLE
4.19
ABOVE GRADE LINK BOX
18
4.20
BELOW GRADE LINK BOX
18
4.21
TEMPORARY SUPPORT
18
4.22
DEMOLITION WORK
19
4.23
TRENCH REINSTATEMENT TO SUB-BASE
20
4.24
REINSTATEMENT OF PAVEMENT SUB-BASE AND
BASE COURSE
ASPHALT REINSTATEMENT
20
21
4.27
CABLE TRENCHES INSIDE SUBSTATION/TRANSITION
AREA
FENCE AND GATE
4.28
PRECAST CONCRETE BOUNDARY WALL & GATE
22
4.29
PROTECTIVE CRASH BARRIERS WITH CHAIN LINK
22
1
2
3
NO.
DESCRIPTION
4.17
REVISIONS
DEPT.:
E&DD
4.25
PREP. BY
MS / MA
4.26
DATE:
V
APPROVED
BY:
JAH
DATE:
17
18
21
MATERIALS SPECIFICATIONS
21
23-27
5.1
CONCRETE
23
5.2
CONCRETE BONDING AGENT
23
5.3
REPAIR MORTARS
23
5.4
CONCRETE FORMWORK
24
5.5
TIES AND ANCHORS
24
5.6
CONCRETE INSPECTION AND TESTING
24
5.7
CURING OF CONCRETE
25
5.8
ASPHALT CONCRETE PAVING
25
5.9
REINFORCING STEEL
25
5.10
EARTHWORKS
25
5.11
CABLE TRENCH
25
5.12
STRUCTURAL STEEL
26
5.13
CEMENT AND SAND SCREED
26
5.14
WATERPROOFING MEMBRANE
26
5.15
COAL TAR EPOXY
27
5.16
WATERSTOP
27
5.17
PVC CONDUITS/FITTINGS, SUB-DUCTS AND RSGC
27
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
3
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
APP’D
NATIONAL GRID SA
CHK’D
TABLE OF CONTENTS
SECTION
Page
CABLE TRAYS
27
1
2
3
NO.
DESCRIPTION
5.18
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
4
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
APP’D
NATIONAL GRID SA
CHK’D
SECTION I - INTRODUCTION
1.1 GENERAL
DESCRIPTION
This Appendix describes the Civil and Structural Scope of Work, Design Criteria,
Technical Requirements and Materials Specifications pertaining to civil and structural
works for underground cables.
1
2
3
NO.
All requirements of this Appendix shall be integrated with that of the Main SOW/TS
so as to consider this document as an integral part of the Main SOW/TS and read in
conjunction with it.
A.
Items neither specifically covered herein nor in the COMPANY standards shall
conform to the latest editions of referred Industry Codes and Standards.
B.
It shall be the CONTRACTOR's/Manufacturer's/Vendor's responsibility to be and
become knowledgeable of the requirements of the latest Industry Codes and
Standards listed herein and bring to the COMPANY any latest
revisions/amendments of the referred Industry Codes and Standards which
have an impact on the technical requirements.
C.
The technical requirements & materials specifications shall fully conform to or
exceed the minimum requirements/specifications stipulated herein.
D.
The specific requirements of project under consideration are covered in the
base map drawings (U/G cables route, sections and details), drawings and rightof-way approval conditions/correspondences. The CIVIL APPENDIX sections
which are technically applicable for the project under consideration shall be
considered by the CONTRACTOR.
E.
The COMPANY’s interpretation of the project’s specific requirements and this
Appendix shall be final and binding to the CONTRACTOR/Manufacturer/Vendor.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
1.2 DEFINITION OF TERMS
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Terms, abbreviations and/or expressions frequently used, herein and after, shall
have the following meaning/definition:
Term/Abbreviation
or Expression
COMPANY or NG
SEC
CONTRACT
Bid (or Bid
Proposal)
Meaning / Definition
National Grid SA (Subsidiary of Saudi Electricity Company)
Saudi Electricity Company
Documentation of the terms and conditions that the parties
mutually understand and intend to use to govern their
respective rights, duties and obligations for performance of
the work
Commercial Proposal & Technical Proposal, if any, of a
bidder for a particular contract, change order or contract
amendment
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
5
OF
27
REV.
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CHK’D
APP’D
NATIONAL GRID SA
1
2
3
NO.
DESCRIPTION
Term/Abbreviation
or Expression
CONTRACTOR
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
HV
MV
LV
LV DC or LVDC
COMPANY
REPRESENTATIVE
DCS
U/G
O/H
O/H T/L
T/L, T/Line
S/S
F/O or FOC
NFOC
FOTE
GIS
CAD
SOW/TS or PTS
BSP
LSTK
OPGW
OGW
ROW
VT
CVT / CCVT
CT
IFC
IEC
IEEE
sq.mm
3Ø / 1Ø
ASTM
AEIC
SASO
TCS
TES
TSD
TMSS
SDMS
SF6
UTS
XLPE
SVL
HDPE
PVC
Meaning / Definition
Contractor, responsible for the execution of the WORK as
described in this PTS.
110 / 115 / 132 kV (145kV Voltage Class)
33kV or 34.5kV or 13.8kV
400/230V
125VDC
Personnel Authorized by COMPANY
Drawing Control Sheet
Underground
Overhead
Overhead Transmission Line
Transmission Line
Substation
Fiber Optic Cable
Non-Metallic Fiber Optic Cable
Fiber Optic Terminal Equipment
Gas Insulated Switchgear
Computer Aided Design
Scope of WORK and Technical Specifications
Bulk Supply Point
Lump Sum Turnkey
Composite Overhead Optical Fiber Ground Wire
Conventional Overhead Ground Wire
Right-Of-Way
Voltage Transformer
Capacitive Voltage Transformer/Coupling Capacitor
Voltage Transformer
Current Transformer
Issued for Construction
International Electrotechnical Commission
Institute of Electrical and Electronics Engineers
Square millimeters or Square mm or mm2
Three phases / One phase
American Society for Testing and Materials
Association of Edison Illumination Companies
Saudi Arabian Standards Organization
COMPANY Transmission Construction Standards
COMPANY Transmission Engineering Standards
COMPANY Transmission Standard Drawings
COMPANY Transmission Materials Standard Specifications
SEC Distribution Materials Specifications
Sulfur Hexafluoride
Ultimate Tensile Strength
Cross-Linked Polyethylene
Sheath Voltage Limiter
High Density Polyethylene
Polyvinyl Chloride
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
6
OF
27
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CHK’D
APP’D
NATIONAL GRID SA
DESCRIPTION
Term/Abbreviation
or Expression
ACI
AISC
AASHTO
American Concrete Institute
American Institute of Steel Construction
American Association of State Highway &Transportation
Officials
American Society of Civil Engineers
Rigid Steel Galvanized Conduits
Ministry of Transportation
Saudi Telecommunication Company
1
2
3
NO.
ASCE
RSGC
MOT
STC
Meaning / Definition
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
*** END OF SECTION I ***
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
7
OF
27
REV.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION II - SCOPE OF WORK
DESCRIPTION
2.1. CIVIL WORK
The civil WORK involved in this PROJECT shall include, but not necessarily limited
to the following:
Construction of cable trenches for direct buried cable installation including but
not limited to excavation, laying of ducts & cables, backfilling, compaction and
reinstatement of surfaces (unpaved and asphalt paved). Re-asphalting the
roads shall be as per the requirements of the right of way approval conditions
given in ROW Appendix or provided by concerned agencies. As a minimum
requirement, the CONTRACTOR shall reconstruct all asphalt layers (including
base and sub-base) 3.5 meters wide by using mechanical asphalting machine.
C.
Contractor shall clear and remove debries/dumped material from the approved
right-of-way site before laying down the cables. The removed material shall be
disposed to approved dumping site.
D.
Construct concrete encased ductbanks at crossings as shown in the base map
drawing(s). CONTRACTOR shall reinstate the existing surfaces (unpaved and
asphalt paved) and utilities to their original condition or better as affected by the
above WORK. Ductbanks shall be provided with wing walls at the end of the
run. Spare conduits shall also be provided as shown in the base map
drawing(s).
E.
Provide all required communication civil WORK along the proposed route(s).
Communication civil WORK shall include, but not limited to, the provision and
installation of Handholes and Handhole accessories, as well as concrete
encased ductbanks, conduits/ducts and sub-ducts required for the installation
of underground Fiber Optic cables.
CERTIFIED
F.
Design and installation of horizontal directional drilling, as required at locations
shown in the base map drawing(s).
AAS
G.
Design and installation of thrust boring, as required at locations shown in the
base map drawing(s).
H.
All excavations shall be restored to original condition. Pavement, plantation,
trees, sidewalk, existing street lighting poles, signboard, billboard, traffic lights,
curbs removed or damaged during the construction, underground utilities etc.
shall be restored with respect to the technical requirements and material &
specifications of their owner as well as to the satisfaction of COMPANY
REPRESENTATIVE.
I.
Perform geotechnical investigations including borehole tests, soil electrical and
thermal resistivity tests and CBR tests along the U/G cables route.
3
1
B.
2
Complete survey and investigation for the whole route(s) of the proposed
underground cable circuit(s). All utilities found, existing and future roads shall
be surveyed with complete details and reflected on the design drawings. For
the proposed underground cables route, refer to the attached base map
drawing(s).
NO.
A.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
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J.
Design and construction of O/H - U/G transition area (including take-off
structure, steel support structures, ductbanks, trenches, boundary wall/fence,
asphalt access road etc.) as required in the base map drawing(s).
K.
Design, fabrication and installation of cable trays and other steel support
structures, as required in the base map drawing(s).
L.
CONTRACTOR shall co-ordinate with the authorities for the latest planning of
roads and utilities along the proposed cable route(s) and the same shall be
reflected on the design drawings during the design and/or execution of the
PROJECT.
M.
ROW approvals correspondences shall be obtained from COMPANY proponent
for reference and use before starting any construction activity. WORK within
the jurisdiction of Municipality shall be carried out under the supervision of
Municipality & COMPANY REPRESENTATIVES. CONTRACTOR shall satisfy
all conditions listed in the ROW approvals and all WORK shall be coordinated
with Municipality for their full satisfaction.
N.
CONTRACTOR shall install the signboard (Project Signboard with Electronic
Counter) within thirty days (30) from the project start date near Source
Substation. The Electronic Counter shall show the number of days remaining
for the project completion. Refer to the attached drawing for details. After the
completion of the project, signboard with foundation shall be removed.
O.
WORKS at Source/Destination Substation:
1.
Provide openings in the walls of the cable basement/cable entry room wall for
sleeves/ducts for routing power cables. The openings shall be sealed properly
to avoid penetration of water through these wall openings.
2.
The damaged existing floor shall be coated with epoxy floor hardener.
3.
Fabrication of steel support structures for any additional panels.
4.
Provide cable trays for routing power, & LV/control cables.
5.
Design and construct cable trenches covered with precast concrete covers to
route power cables with all conduits and its support, pipe sleeves, cable trays,
and all necessary accessories.
6.
Design and construct direct buried PVC conduits with manholes (if required)
to route the 110 / 115 / 132 kV cables with all necessary accessories from 110
/ 115 / 132 kV GIS to 1.5m outside the boundary wall with reinforced concrete
wing walls. Each duct shall contain pull wire rope and both ends shall be
capped or plugged with duct sealing units.
7.
Design and construction of reinforced concrete duct banks to route LV &
control cables with all accessories.
8.
All affected items due to the installation of new equipment shall be
restored/reinstated to the satisfaction of COMPANY.
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
*** END OF SECTION II ***
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
9
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REV.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION III – BASIC REQUIREMENTS & GUIDELINES
3.1
GENERAL
DESCRIPTION
This section covers mandatory requirements governing the preparation of civil and
structural calculations for the design of all steel and concrete structures.
3.2
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
Scope
The criteria and general design guidelines outlined below shall be adopted as
applicable to the basic design of the structures, 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 to geological conditions
of the site.
1
2
3
NO.
A.
PREPARATION OF CIVIL AND STRUCTURAL DESIGN CALCULATIONS
B.
DATE:
Conflicts and Deviations
Any conflict between this SOW and other applicable COMPANY Engineering
Standards, Material Specifications, Standard Drawings or Industry Standards, codes
and norms shall be resolved in writing by the COMPANY.
C.
Purpose of Calculations
The purpose of calculations is as follows:
APPROVED
BY:
1. To enable the designer to arrive at designs which are safe, feasible and
economical.
JAH
2. To provide a record for future reference.
DATE:
3. To satisfy code and/or COMPANY requirements as to the adequacy of design.
4. To facilitate determination of the effects of possible future modifications.
CERTIFIED
D.
BY:
Units
AAS
All calculations shall be done using SI units.
DATE:
E.
Symbols
Symbols used for steel and concrete structures design shall have the connotation as
in the AISC Manual of Steel Constructions and ACI Manual of Concrete Practice
respectively. Other symbols shall conform to the corresponding International Codes
and Standards that are referenced in the applicable COMPANY Standard.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
The connotation of all symbols, in general, used throughout the calculations shall be
stated at the beginning of calculations. The connotations of symbols used only locally
shall be stated immediately before or after the equations in which they are used.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
10
OF
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REV.
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CHK’D
APP’D
NATIONAL GRID SA
F.
Equations
All equations, graphs, nomograms etc. used in the calculations shall be:
DESCRIPTION
1. Derived in the calculations, or
2. Referred to in the relevant standard, giving clause number, or
3. If taken from a text book, accompanied by a copy of the pertinent page(s).
1
2
3
NO.
4. Commonly used and easily recognized equations such as (PL), (WL2)/8, etc.
need not be derived or have references provided.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
G. 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 of structures. The decision to adopt a particular
analysis/design method shall solely be at the discretion of COMPANY.
H.
Parameters
The values of all parameters shall be stated at the beginning of calculations.
Justification need not be given for commonly accepted values e.g. Young's modulus,
Poisson's ratios, coefficients of expansion, etc. However, all other parameters 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. This in particular applies to the following:
1. Temperature differentials.
2. Allowable ground bearing pressures, settlements and differential settlements.
3. Wind pressure calculation based on the appropriate basic wind speed, exposure
factor, height, shape, gust and importance factor.
APPROVED
BY:
JAH
DATE:
I.
CERTIFIED
BY:
AAS
DATE:
General Presentation
The presentation of calculations 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 these calculations were made.
2. Table of Contents and list of all codes and references used.
3. All calculations shall be initialed as checked, before being sent to the COMPANY.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
4. Calculations shall have sufficient number of sub-headings to indicate clearly what
is being calculated or designed. Both sub-headings and final results shall be
underlined for easy locations.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
11
OF
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APP’D
NATIONAL GRID SA
CHK’D
5. Sufficient explanation shall be given so that calculation methods are easily
comprehensible. For this reason, simple clear sketches shall be liberally used.
Calculations not adequately described will not be accepted by the COMPANY.
DESCRIPTION
6. Load calculations and load diagrams that tally with design parameters shall be
included in design calculation documents.
7. Calculations shall be in English language throughout.
1
2
3
NO.
8. The cover sheet of each calculation 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 calculation sheets
following the cover sheet shall be consecutively numbered (1, 2, 3, etc.).
9. Calculation packages shall be limited to pertinent information. Voided calculation
sheets shall be removed if these sheets do not contain useful information.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
10. All calculations must be given a standard numbers and format as per SEEDS-II
and the same shall be included in the drawing control sheet for future reference.
11. Design calculations shall also be submitted in Abode Portable Document Format
(PDF). These shall be submitted in a CD during the definitive design stage to aid
in the review.
DATE:
J.
Computer Calculations
Computer calculations shall be in accordance with the following guidelines:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
1. All computer models shall be accompanied by the corresponding input and output
files/data showing the structural shape, integrity of structure, loads applied and
the joints/members layout etc. Data provided as computer input shall be clearly
distinguished from those computed in the program. The first sheet of each
computer run shall be signed by the engineer responsible for the structural
design. A program description (user's guide) 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 with the recommendations,
COMPANY minimum requirements and determined whether the computations
comply with these recommendations.
2. A computer diskette (CD) containing a copy of the input and output files shall be
furnished to COMPANY for all computer models to aid in the review.
3. Computer programs such as STAAD.Pro, SAP2000, Structure Point Packages,
MathCAD, PLS-TOWER and PLS-POLE are recognized as acceptable programs.
Use of any other software/computer program would require prior permission from
NG. CONTRACTOR shall use only recognized, reputed and renowned international
computer programs. 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
COMPANY REPRESENTATIVE to accept such programs. MS Excel Spreadsheets
specially designed for specific design calculations shall also be submitted.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
12
OF
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APP’D
NATIONAL GRID SA
DESCRIPTION
CHK’D
4. A summary of analysis results shall be provided that are extracted from the
computer output. This summary should clearly state the achieved results
(maximum interaction ratios, deflection ratios, justification of the output with
requirements etc.).
1
2
3
NO.
*** END OF SECTION III ***
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
13
OF
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REV.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION IV - TECHNICAL REQUIREMENTS
4.1
GENERAL
DESCRIPTION
This section broadly outlines the technical requirements for the satisfactory and
complete design & construction of the PROJECT. The technical requirements
outlined herein shall be read in conjunction with the attached PROJECT drawings,
COMPANY standard drawings, COMPANY Engineering Standards, COMPANY
Construction Standards and COMPANY Material Standards & the associated
international Standards and Codes.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
A.
Concrete encased ductbanks shall be constructed in accordance with base map
drawing(s) and COMPANY Standard Drawing TA-800062 (except that the clearance
between ducts shall be minimum 500mm) and drawings included in this SOW/TS at
road crossings, factory and business entrances, and other areas where vehicles
cross traffic are heavy. Also, where car wash and/or gasoline stations exist near the
cables route, concrete encased ductbanks shall be constructed by the
CONTRACTOR along the cables route corresponding to such stations.. All cable
duct installations shall follow the requirements of COMPANY Construction Standard
TCS-P-104.03.
B.
Design and construction of concrete encased duct banks shall be in accordance to
ACI 318-(latest revision). Duct banks shall be designed against AASHTO HS20
loadings.
C.
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.
DATE:
APPROVED
BY:
CONCRETE ENCASED DUCTBANKS
1
2
3
NO.
4.2
JAH
4.3
DATE:
Direct buried cables shall be installed according to COMPANY Standards TCS-P104.03 and TES-P-104.05.
CERTIFIED
BY:
AAS
4.4
DIRECT BURIED CABLE DUCTS/CONDUITS
Cables ducts/conduits shall be installed according to COMPANY Standards TCS-P104.03 and TES-P-104.05.
DATE:
4.5
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DIRECT BURIED CABLES
GEOTECHNICAL
MEASUREMENTS
INVESTIGATION
REPORT
SOIL
RESISTIVITY
A.
Prior to any design WORK, the CONTRACTOR shall hire a COMPANY approved
Geotechnical Consultant, who shall undertake the geotechnical investigations.
B.
The Geotechnical Consultant shall carryout borehole and soil thermal resistivity tests
along the route(s) of the proposed cables.
PLANT NO.
JOB ORDER NO.
&
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
14
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REVISIONS
DEPT.:
C.
Sufficient number of soil borings shall be taken so that a soil profile can be drawn
with reasonable accuracy to determine the plan and profile of the proposed cables.
In case of transition areas, at least one borehole shall be made at the foundation of
transition structure.
D.
Minimum depth of borehole shall be 2B, where B is the width of the cable
trench/ductbank, and in no case shall be less than 5.0 meters. For transition
structure, depth of borehole shall be at least 10.0m.
E.
When sabkhah soils are encountered at the site or in case the ground water table is
very high, CONTRACTOR shall propose a berm/embankment type ductbank so as
to keep cable elevation above the water table. In case, the elevated water table is
localized to a smaller portion of the cable route, dewatering can also be proposed.
F.
For berm/embankment type ductbank, Geotechnical consultant shall also propose
protective layers for erosion protection (rip-rap, loosely bound gravel etc.) Stable
slopes shall also be proposed on both sides of the berm as per TCS-Q-113.02.
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
E&DD
PREP. BY
MS / MA
DATE:
G. Samples for soil thermal resistivity measurements shall at least be taken at every
500m along the cable route (Refer to Main SOW). Samples shall also be taken at or
near each Horizontal Directional Drilling or Thrust Boring locations (if applicable).
The location of these samples along the route shall be subject to COMPANY review
and approval.
H.
Soil thermal resistivity shall be determined for (1.0% - 2.0%) moisture content on the
samples.
I.
For transition areas (if required), soil electrical resistivity tests shall also be carried
out for the design of grounding of electrical equipment. The four-point Wenner
method shall be used for electrical resistivity test. A minimum of three test locations,
in the shape of a triangle, shall be selected for accuracy.
APPROVED
BY:
JAH
4.6
DATE:
O/H – U/G TRANSITION AREA (IF REQUIRED)
CONTRACTOR shall design and construct the O/H - U/G transition area based on,
but not limited to, the following scope of work:
CERTIFIED
BY:
AAS
A.
Site Clearing, Rough Grading, Excavation, Backfilling and final grading.
B.
Asphalt paving of the transition area: The asphalt crown of transition area shall be
1.00 meter higher than the closest asphalt road. Extend the asphalt paving up to 1.0
meter outside from the proposed fence of the transition area.
C.
Installation of type (I) fence and one (1) - 3.0 meter wide drive gate. Refer to
COMPANY Standards 70-TMSS-02 and TA-800113. Gate and perimeter fence shall
be grounded as per the COMPANY Standard TES-P-119.10.
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
OR
Design and construction of precast concrete boundary wall around transition including
retaining wall and foundations, as per COMPANY standard drawing TA-800012 & TD800007. Fabrication and erection of one - (1) drive gate 3.0m wide. Height of the
gates shall be kept equal to the height of boundary wall.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
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CHK’D
APP’D
NATIONAL GRID SA
Danger High Voltage Keep Away and Danger High Voltage Bone and Skull Standard
Signs shall be as per drawings TD-800007 and TD-800008.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
E.
Design, fabrication and erection of hot-dip galvanized steel supporting structures for
outdoor electrical equipment such as surge arrester, cable sealing ends etc.
F.
Design and construction of reinforced concrete foundations for take-off structure and
the outdoor electrical equipment as per COMPANY Standard TES-P-119.18.
Concrete shall be per the requirements of 70-TMSS-03.
1
2
3
NO.
DESCRIPTION
D. Design, fabrication and erection of steel monopole/gantry take-off structure as
required in the Main PTS.
DATE:
G. Design and construct dedicated reinforced concrete ductbank and handhole for the
underground non-metallic fiber optic cable.
H. Provide and install two (2)-50 mm diameter rigid steel galvanized conduits from the
fiber optic cable joint box on the steel gantry structure up to the communication
handhole. The elevation of communication handhole shall be 100 mm above the
surrounding asphalt finished grade elevation to preclude the entry of water. All
handholes within the transition yard shall be traffic type.
I.
Design and installation of grounding grid. Grounding grid shall be designed in
accordance with the requirement of TES-P-119.10.
J.
Design and construction of surface water drainage system to drain the surface water
away from the proposed Transition Area. Surface water shall be drained outside the
boundary wall/fence.
4.7
COMPANY PROVIDED DESIGN OF TRANSITION/TAKE-OFF STRUCTURE (IF
REQUIRED)
APPROVED
BY:
JAH
Following types of steel take-off transition structures shall be fabricated and
constructed in the transition areas as proposed by the COMPANY.
DATE:
A.
Latticed Steel Gantry Structure
CERTIFIED
1. The latticed steel gantry structures shall be as per the requirements of Drawing
Nos. XT-XXXXXX, XT-XXXXXX and COMPANY Material Standard 20-TMSS-01.
BY:
AAS
2. CONTRACTOR shall modify the attached outline and fabrication drawings to
fulfill the PROJECT requirements. Any such modification shall be submitted to
COMPANY for review and approval.
DATE:
B.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Steel Poles Structure
1. Steel poles take-off structure shall be as per the requirements of XT-XXXXXX &
20-TMSS-01.
2. CONTRACTOR shall modify the attached outline and fabrication drawings to
fulfill the project requirements. Any such modification shall be submitted to
COMPANY for review and approval.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
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NATIONAL GRID SA
4.8
NEW DESIGN OF TRANSITION/TAKE-OFF STRUCTURE (IF REQUIRED)
DESCRIPTION
Following types of steel take-off transition structures shall be designed, fabricated
and constructed in the transition areas as proposed by the COMPANY.
A.
Latticed Steel Gantry Structure
1
2
3
NO.
1. The latticed steel gantry structures shall be designed and fabricated as per the
requirements of ASCE 10-97. Reference shall also be made to COMPANY
Standard TES-P-122.05-P-I and 20-TMSS-01. The latticed steel gantry
structures shall be designed and detailed such that they can be extended on
both sides.
2. CONTRACTOR shall provide design calculations, outline configuration and
fabrication/assembly drawings for COMPANY review and approval.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
B.
Steel Poles Structure
1. Steel poles take-off structure shall be designed and fabricated as per the
requirements of ASCE 48-11. Reference shall also be made to COMPANY
Standards TES-P-122.05-P-II and 20-TMSS-02.
2. CONTRACTOR shall provide design calculations, outline configuration and
fabrication/assembly drawings for COMPANY review and approval.
4.9 FOUNDATIONS FOR STEEL STRUCTURES
APPROVED
BY:
JAH
DATE:
Reinforced concrete foundations for cable sealing end, surge arrester and takeoff/transition structure etc. shall be designed and constructed as per COMPANY
Standards TES-P-119.18, TES-P-122.06 and TCS-P-122.05.
4.10 CAST IN PLACE CONCRETE
The cast-in-place concrete shall conform to TCS-Q-113.03.
4.11 PRECAST CONCRETE
CERTIFIED
The precast concrete shall conform to TCS-Q-113.04.
BY:
AAS
DATE:
4.12 CONCRETE PROTECTION FOR REINFORCEMENT
Concrete cover for all reinforcements at and below ground level shall be 85 ± 10mm.
All other concrete cover requirements shall be as per the latest edition of ACI 318,
“Building Code Requirements for Structural Concrete.”
4.13 EXCAVATION AND BACKFILL
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Excavation and Backfilling shall conform to the COMPANY Construction
Specifications for Earthwork, TCS-Q-113.02. No backfilling shall be performed
before the structure has been approved by the COMPANY representative.
4.14 SLOPE PROTECTION
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
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SOW/TS
PAGE NO.
17
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APP’D
NATIONAL GRID SA
1
2
3
NO.
DESCRIPTION
Slope protection shall be as recommended in TCS-Q-113.02.
4.15 ASPHALT ACCESS ROAD TO O/H – U/G TRANSITION AREA (IF REQUIRED)
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
A.
CONTRACTOR shall design and construct proposed asphalt access road to the
proposed transition area drive gate from the existing asphalt road.
B.
Design and construction of access road shall conform to TES-P-122.11 and TES-P119.19.
C. CONTRACTOR shall provide all necessary road traffic warning signs such as stop,
speed limit, caution; slow down, direction etc., speed humps and other informative
signs at the intersection of proposed asphalt access road and the existing asphalt
road. Speed humps shall be provided at 10 meters from transition area gate and
existing asphalt road.
D. The access road shall be 4.0m wide with 1.0m wide shoulder on each side. The
slope of embankment shall be protected with 50mm thick asphalt.
E.
Asphalt Concrete pavement works, base and sub-base shall be as per the
requirements of TCS-Q- 113.01, TCS-Q-113.02.
F.
Access road crossing pipeline shall conform to TB-800014.
DATE:
G. Accelerating/Decelerating roads shall be provided when the asphalt access road is
connected to Road/Highway as per the requirement of concerned agency.
4.16 GROUNDING OF CONCRETE REINFORCEMENT
APPROVED
Reinforcement bars in concrete foundations shall be grounded as per TES-P-119.10.
BY:
JAH
4.17 REMOVAL OF SAND DUNES AND SAND STABILIZATION (IF REQUIRED)
DATE:
CERTIFIED
BY:
Sand dunes and shifting sand within the radius of 20m from the proposed
fence/boundary wall around the transition area shall be removed and graded. The
area shall be stabilized by spraying oil or emulsified asphalt material as
recommended in TCS-Q-113.01, TCS-Q-113.02 and TES-P-122.11.
AAS
4.18 COMMUNICATION HANDHOLE
DATE:
Handhole shall conform to the COMPANY Standard drawings TB-800076 & TB800077.
Communication hand hole shall be provided at every change in direction, crossing,
start and end of ductbank system and at every 300 m of continuous cable run.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
CONTRACTOR shall construct and install Communication Handholes, as reference
to COMPANY Standards drawing numbers TA-800096 (for manhole type-1), TB800076 (for non-traffic areas), TB-800077 (for traffic areas) and TB-800098 for
accessories. Handholes/manhole shall be provided with all necessary clamps and
fixing hardware to enable coiling the extra length of fiber optic cable.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
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APP’D
NATIONAL GRID SA
CHK’D
Manhole/Handholes located shall be waterproofed as per COMPANY Standard
drawing number TB-800082.
DESCRIPTION
All interior surfaces of concrete manhole/handholes shall be coated with two (2)
coats of elastomeric cementitious impermeable membrane after thirty-five days of
concrete placement. The second coat shall be applied within the time interval
(between successive coating application) specified by the manufacturer. The total
wet film thickness shall not be less than 1 mm (minimum).
Above grade link boxes shall be installed as per COMPANY Standard drawing TA800141. Foundation shall be designed and constructed as per the requirements of
TES-P-119.18. Top of concrete foundations shall be at the same elevation, within the
range of 150mm (minimum) to 450mm (maximum).
1
2
3
NO.
4.19 ABOVE GRADE LINK BOX
REVISIONS
DEPT.:
E&DD
4.20 BELOW GRADE LINK BOX
PREP. BY
MS / MA
For underground link box type, a reinforced concrete pit shall be designed for heavy
traffic load, water tight and shall be easily accessible. The top of pit cover of box
shall be kept flush with finish/existing ground level. Underground link boxes shall be
preferably be provided away from asphalt road for easy maintenance. Refer to
COMPANY Standard drawing No. TA-800142 for installation details of underground
link boxes.
DATE:
4.21 TEMPORARY SUPPORT
APPROVED
BY:
The CONTRACTOR shall install temporary supports to hold the structures and
equipment in place while performing repair WORK. The temporary supports shall be
installed only after the section to be repaired is de-energized.
JAH
DATE:
The temporary supports shall be removed when compressive strength of the
grouting material and concrete is 27.6 MPa (4000 psi) or more, and in no case, shall
the temporary supports be removed sooner than seven (7) days after concrete
pouring. However, curing shall continue for twenty-one (21) days as outlined in the
repair procedure. Placement of grouting material shall not be done until concrete
compressive strength is 21 MPa (3000 psi) or more.
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
4.22 DEMOLITION WORK
A.
Procedure for the accomplishment of any demolition and removal work shall be
submitted to the COMPANY for approval before any work is started. The procedure
shall include a detailed description of the methods and equipment to be used for
each operation and sequence of operations.
B.
CONTRACTOR shall construct temporary wall panels to separate the existing
energized equipment from the ongoing construction. Care shall be taken to ensure
that no damage is caused to the existing utilities while demolition is taking place.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
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PAGE NO.
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1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
C.
CONTRACTOR shall provide all necessary protection to ensure that damage or
malfunction of the equipment due to vibration, dust and debris does not occur.
D.
CONTRACTOR shall protect, support and relocate (if necessary) all utilities, which
may be uncovered or otherwise, are affected by the WORK. CONTRACTOR shall
exercise caution, familiarize himself, and investigate the WORK SITE thoroughly
prior to the actual commencement of WORK. No claims based on the lack of any
such knowledge shall be entertained.
E.
If any utility is encountered unexpectedly, the COMPANY REPRESENTATIVE shall
be notified immediately. Emergency rectification work as deemed necessary shall be
put in hand without delay and without prejudice to the indemnity of the COMPANY.
F.
CONTRACTOR shall protect the existing utilities and shall be responsible for
repairing any damage to the existing facilities at no cost to the COMPANY if such
damage is caused during the course of execution by the CONTRACTOR or his SubContractors. Special care shall be taken in operating machinery close to power line,
fences and other vital equipment.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
G. CONTRACTOR shall transport all removed materials to the designated COMPANY
Warehouse. Due to demolition WORK of a proposed structural element, if the
stability of the nearby structure is in danger, CONTRACTOR shall reinforce the
same.
H.
CONTRACTOR shall submit the detailed design calculations and construction
procedure to COMPANY for review and approval before any loads to be applied or
modification to be done.
I.
CONTRACTOR shall provide the entire temporary supporting structure system.
J.
All WORKS shall be performed in a manner least likely to interfere with the operation
of the existing facilities.
K.
For demolition/construction work, CONTRACTOR shall use only that equipment that
produces minimum vibration, and their use shall not have detrimental effects on the
functioning of the existing energized equipment. The equipment used for demolition
and construction shall be proposed for approval of COMPANY before the start of
WORK.
L.
As far as feasible, CONTRACTOR shall use those modern techniques for
demolition/construction work that requires least time, manpower, and shall not
produce any detrimental effect or malfunctioning of the existing energized
equipment.
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
M. CONTRACTOR shall identify those existing facilities (lighting poles, pipelines, cables
etc.), which may come in the way of demolition/construction work, and the same
shall be informed to COMPANY REPRESENTATIVE in writing. All such facilities
shall be relocated to a suitable location along with their associated cables.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
N.
CONTRACTOR shall identify all the existing underground facilities (cables, pipes,
etc.), and the same shall be shown on the drawings at the base design stage.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
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PAGE NO.
20
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NATIONAL GRID SA
DESCRIPTION
4.23 TRENCH REINSTATEMENT TO SUB-BASE
A.
Sand or Special Backfill
Refer to Company Construction Standard
requirements of thermal sand backfill.
1
2
3
NO.
B.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
TCS-P-104.03
for
construction
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.
Concrete Tiles
2.
PVC Coated Steel Wire Mesh
3.
Warning Tape
Refer to COMPANY Materials Standard 70-TMSS-04 for technical requirements of
these materials.
4.
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
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 in accordance with COMPANY Engineering Standard
TES-P-104.05.
4.24 REINSTATEMENT OF PAVEMENT SUB-BASE AND BASE COURSE
Since the cable trenches will be routed in/around public roads, CONTRACTOR must
work in conjunction with the Municipality & COMPANY Representatives for approvals
of the asphalt sub-base and base course application and testing. The reinstatement
shall be in accordance with latest approved Municipality/COMPANY specifications
and/or the following sections as applicable. The most stringent requirements shall
govern.
CONTRACTOR shall submit to the COMPANY a list of test procedures and
schedule of testing. 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 requested by the
COMPANY and as dictated by Municipality authorities. This testing shall be
conducted by the COMPANY approved testing agency as dictated by Municipality
authorities.
4.25 ASPHALT REINSTATEMENT
Asphalt Concrete mix design, preparation, placement, compaction, testing and
quality control shall be as per COMPANY Construction Standard TCS-Q-113.01.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
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PAGE NO.
21
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NATIONAL GRID SA
DESCRIPTION
4.26 CABLE TRENCHES INSIDE SUBSTATION/TRANSITION AREA
Cable trenches shall conform to TES-P-119.19. Design and construction of
reinforced concrete trenches with removable pre-cast concrete cover to route power
cables, control cables and mechanical pipes. These trenches shall be traffic type.
1
2
3
NO.
CONTRACTOR shall determine the exact layout of these trenches and shall size
them adequately taking into consideration the following aspects:
REVISIONS
DEPT.:
1.
Cable bending radius
2.
Cable splicing (future)
3.
Maintenance and operations space
4.
Control and power cables to be installed in this PROJECT plus future cables
5.
Spare capacity (20% minimum)
E&DD
PREP. BY
MS / MA
DATE:
CONTRACTOR shall provide all cable trays, galvanized steel supports for the cable
trays & necessary accessories. Concrete cable trench shall be provided with
seepage pit for water drainage.
The precast concrete cover shall be provided with lifting arrangement. The edge of
the trenches shall be protected with galvanized steel section. The design of trench
and trench cover shall be such that entry of surface water shall be prevented; the top
of trench shall be kept 100mm higher than the surrounding asphalt level to prevent
the entry of surface storm water, dust, debris and sand. Bottom slab of these
trenches shall be sloped towards a sump pit. Sufficient number of sump pits shall be
provided at suitable locations.
APPROVED
BY:
JAH
DATE:
Access to trenches shall be through climbing rungs. Climbing rungs shall be
galvanized steel coated with polyethylene red in color on 300mm spacing. The
diameter of the rod shall be 25mm, the wall distance shall be 180mm and bore
distance shall be 330mm.
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
4.27 FENCE AND GATE
A.
Fence and gate shall be constructed as specified in COMPANY Standard drawing
TA-800113.
B.
The asphalt level near the gates shall be maintained at the same elevation
(preferably flat) for a distance at least equal to width of the gate leaf to facilitate
opening of gates and maintaining 50mm gap between the asphalt and the gates.
C.
A suitable opening shall be provided in the drive and personnel gate at padlock
location, so that the lock can be opened/closed from both faces of the gate, details
of which shall be furnished to the COMPANY for review and approval.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
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PAGE NO.
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CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
A.
Pre-cast concrete boundary wall and gate shall be constructed as per TA-800012
and TA-800144 except the height of panels shall be 4.0m.
B.
A suitable opening shall be provided in the drive and personnel gate at padlock
location, so that the lock can be opened/closed from both faces of the gate, details
of which shall be furnished to the COMPANY for review and approval.
1
2
3
NO.
DESCRIPTION
4.28 PRECAST CONCRETE BOUNDARY WALL AND GATE
C. The asphalt level near the gates shall be maintained at the same elevation
(preferably flat) for a distance at least equal to width of the gate leaf to facilitate
opening of gates and maintaining 50mm gap between the asphalt and the gates.
E&DD
PREP. BY
MS / MA
D. Reinforced concrete wall shall be provided when the depth of fill or the difference in
elevation between the finished grade asphalt level and the adjacent property around
the transition area is more than 1000mm.
DATE:
4.29 PROTECTIVE CRASH BARRIERS WITH CHAIN LINK
For above ground link box type, protective crash barriers shall be installed as per
COMPANY Standard drawing TA-800133.
APPROVED
BY:
JAH
*** END OF SECTION IV ***
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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APPENDIX
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PAGE NO.
23
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APP’D
NATIONAL GRID SA
CHK’D
SECTION V - MATERIALS SPECIFICATIONS
All materials required for concrete shall conform to COMPANY Materials Standard
Specification 70-TMSS-03.
B.
Concrete for shall be as per 70-TMSS-03.
C.
Provide two (2) layers of 150 microns polyethylene film as protection to the bottom
surfaces of concrete. Polyethylene membranes shall be laid, lapped and sealed in
accordance with manufacturer’s instructions and as approved by COMPANY
REPRESENTATIVE. Waterproofing membrane shall be installed by the membrane
manufacturer, or on his behalf, by a professional waterproofing contractor approved
by the manufacturer, acceptable to the COMPANY.
D.
All concrete directly in contact and exposed to the ground as well as concrete
surface for manhole/handhole shall be applied with the protective coatings as per
COMPANY Construction Standard TCS-P-122.05.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
5.2
APPROVED
BY:
Material: The bonding agent shall be solvent-free epoxy resin, two components,
containing pigments and fine fillers. It is used for structural bonding of new concrete
to existing concrete. The bonding agent shall be able to provide a bond of far greater
strength than the tensile strength of the concrete itself. Refer to TCS-Q-113.06 for
the properties of bonding agent.
B.
Surface Preparation: Clean all surfaces and remove any dust, unsound material,
plaster, oil, paint, grease, corrosion deposits or algae. Roughen the surfaces,
remove any laitance and expose aggregate by light scrabbling or grit blasting. Oil
and grease deposits shall be removed by steam cleaning, detergent scrubbing or the
use of a proprietary degreaser.
C.
Application: After mixing apply directly to the prepared substrate by brush, roller or
spray. On damp surfaces, ensure that it is well brushed in. Pour new concrete within
specified open time, as long as material is still tacky.
DATE:
CERTIFIED
AAS
DATE:
CONCRETE BONDING AGENT
A.
JAH
BY:
CONCRETE
A.
1
2
3
NO.
DESCRIPTION
5.1
5.3
A.
REPAIR MORTARS
Patch Repairs
High performance, free flowing, non-metallic, non-shrink, cementitious micro
concrete as per TCS-Q-113.06.
B.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Concrete Surfacer
A single component polymer modified cementitious fairing coat, to infill
honeycombing and voids up to 3mm deep, and as a blow hole filler up to 10mm
deep as per TCS-Q-113.06.
C.
Crack Injection
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
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CIVIL
APPENDIX
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PAGE NO.
24
OF
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REV.
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CHK’D
APP’D
NATIONAL GRID SA
Epoxy resin based, low viscosity, non-shrinking bonding material as per TCS-Q113.06.
DESCRIPTION
5.4
CONCRETE FORMWORK
1
2
3
NO.
Formwork shall be designed and constructed in accordance with ACI-347. All forms
shall be unyielding and sufficiently tight to prevent leakage of mortar, and properly
braced or tied together to maintain position and shape that produces result in a final
structure conforming to size, shape and dimensions of the member as required or
shown on the drawings. Form surfaces shall be clean, smooth and sufficiently hard
to produce smooth, hard and uniform texture on the concrete.
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
5.5
TIES AND ANCHORS
All ties, braces, anchors and other miscellaneous metal or plastic accessories shall
be securely and properly placed and tied, so that they will not be dislodged during
the pouring operation and will be embedded at the depths and positions specified.
Gage of the wire shall be a minimum of no. 16 USS.
DATE:
5.6
APPROVED
BY:
CONTRACTOR shall not place any concrete until the excavations and/or forms and
embedded items are inspected by the COMPANY REPRESENTATIVE. This
inspection will not relieve the CONTRACTOR of the responsibility of keeping the
holes in acceptable condition until placement of concrete is completed nor for the
accurate placement of embedded items. The placing of concrete shall be
accomplished in such a manner so as to prevent any segregation.
JAH
Test on concrete, aggregates and mixing water shall be as per COMPANY Material
Standard 70-TMSS-03. All test results shall be submitted to the COMPANY for
review and approval as the tests are completed.
CERTIFIED
The results of these tests shall be systematically filed with descriptions of where the
batch was used. Copies of all test results shall be handed over to the COMPANY
REPRESENTATIVE for review and comments. When the construction WORK is
completed, this shall be turned over to the COMPANY REPRESENTATIVE for
incorporation into the COMPANY’S permanent records.
DATE:
BY:
CONCRETE INSPECTION AND TESTING
AAS
DATE:
In the event that concrete fails to meet strength requirements, in-place testing for
concrete strength shall be conducted by the CONTRACTOR under supervision of
the COMPANY REPRESENTATIVE at no additional cost to the COMPANY.
In-place testing shall be conducted by one (1) or a combination of the following
methods:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
1.
ASTM C42, “Method of Obtaining and Testing Drilled Cores and Sawed
Beams of Concrete”.
2.
ASTM C803, “Standard Test Method for Penetration Resistance of Hardened
Concrete”
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
25
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
APP’D
NATIONAL GRID SA
CHK’D
3.
ASTM C805, “Standard Test Method for Rebound Number of Hardened
Concrete”.
DESCRIPTION
Concrete in the area represented by in-place test shall be considered structurally
adequate provided such results conform to the provision of ACI-318.
COMPANY REPRESENTATIVE reserves the right to require additional cylinders be
taken whenever there is just cause, such as a change in batching procedures, a
change in concrete materials, breaking of batching, delay in transport or placement,
code violation and the like at no additional cost to the COMPANY.
1
2
3
NO.
Concrete subject to severe exposure condition shall be tested for chloride
permeability test.
REVISIONS
5.7
DEPT.:
E&DD
PREP. BY
MS / MA
CURING OF CONCRETE
All concrete shall be cured with concrete mix quality water (potable) in accordance
with recommendations of ACI 305 and ACI 308. Refer COMPANY Standard 70TMSS-03 and TCS-Q-113.03 for methods and details of curing.
DATE:
5.8
ASPHALT CONCRETE PAVING
Asphalt Concrete Paving shall conform to TCS-Q-113.01.
5.9
Reinforcing steel shall be deformed steel bars conforming to SASO SSA-2 and
ASTM A615M.with a yield stress of 420 MPa.
APPROVED
BY:
REINFORCING STEEL
JAH
5.10 EARTHWORKS
DATE:
A.
All earthwork including excavation and backfilling and all other necessary materials
within the COMPANY facilities shall conform to the requirements specified in the
COMPANY Standards TCS-Q-113.02 and TCS-P-104.03.
B.
All backfill materials shall be furnished from a source accepted by the COMPANY
REPRESENTATIVE. Acceptance of a backfill source shall not mean automatic
acceptance of all material obtained from the source, and the COMPANY
REPRESENTATIVE may withdraw approval of the source at any time if materials
produced by the source are not suitable for backfill. If suitable, excavated material
can also be used for backfill.
CERTIFIED
BY:
AAS
DATE:
5.11 CABLE TRENCH
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
For cable trench materials including warning tapes, wire mesh, concrete tiles and
plastic spacers, Company Material Standard 70-TMSS-04 shall be followed.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
26
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
CHK’D
APP’D
NATIONAL GRID SA
A.
Structural steel shall conform to the latest revision of ASTM A36.
B.
Bolts, nuts and washers shall conform to the latest revision of ASTM A394, ASTM
A563M and ASTM F436.
C.
Structural steel shall be hot-dip galvanized after fabrication in accordance with the
requirements of 01-TMSS-01. Bolts, nuts, washers and palnuts shall be galvanized
in accordance with the requirements of 01-TMSS-01.
D.
Welding shall conform to COMPANY Engineering Standards for "General Welding
Criteria" TES-W-109.01.
E.
Anchor bolts shall conform to ASTM F1554 and AISC requirements. Full length of
anchor bolts shall be hot-dip galvanized in accordance with 01-TMSS-01.
F.
Design, fabrication and erection of the steel structures shall be in accordance with
latest revision of AISC Manual of Steel Construction.
1
2
3
NO.
DESCRIPTION
5.12 STRUCTURAL STEEL
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
G. CONTRACTOR shall submit all fabrication and erection drawings for COMPANY
review and approval. No fabrication shall commence until all fabrication drawings are
approved and marked "Issued for Construction".
H.
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
CONTRACTOR shall submit assembly and fabrication drawings for COMPANY
review and approval in coordination with the steel fabricator. Assembly and
fabrication drawings shall be signed and stamped by CONTRACTOR as well as steel
fabricator. Fabrication shall not commence until all fabrication drawings are approved
and marked "Issued for Construction".
5.13 CEMENT AND SAND SCREED
Screed shall conform to TCS-Q-113.03. A cement & sand (1:3) screed with water
cement ratio as low as possible compatible with workability. The surface of the
structural concrete shall be thoroughly cleaned from all rubbish, concrete and mortar
droppings. Oil and grease patches shall be cleaned with approved agents.
The surface of the floor shall be roughened with wire brush and thoroughly cleaned
with clean water. Surplus water shall be brushed off and 1:1 cement/sand slurry
brushed over the surface immediately before laying the screed. The finished surface
shall be laid in panels and trowelled smooth to produce hard, dense and flat surface.
Continuous curing shall be performed for at least 7 days.
5.14 WATERPROOFING MEMBRANE
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
All waterproofing membranes (Modified Bituminous, PVC, Polyurethane etc.) shall
conform to COMPANY Materials Standard 78-TMSS-11.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
27
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
CHK’D
APP’D
NATIONAL GRID SA
5.15 COAL TAR EPOXY
DESCRIPTION
The material shall be procured and applied as per the requirements specified in 70TMSS-01 and TES-H-107.01.
5.16 WATERSTOP
1
2
3
NO.
Waterstop (Rubber or PVC) shall conform to TCS-Q-113.03.
5.17 PVC CONDUITS/FITTINGS, SUB-DUCTS AND RSGC
REVISIONS
A.
DEPT.:
E&DD
B.
PREP. BY
MS / MA
DATE:
PVC conduits and fittings shall conform to 23-TMSS-01. Subducts shall be
corrugated, flexible and fire retardant (2 Hours UL rating) with 25mm outside
diameter. Subduct installation shall be in accordance with TCS-T-111.08.
Subduct on the underground ductbanks and direct buried conduit in trenches shall
be rigid with 32mm outside diameter and made from HDPE piping compound, its
inner wall must be smooth and black in color. It must comply with STC specification
MAT 2301 and pulling length must not exceed 450 meters.
C.
For direct buried cable trenches, PVC conduits shall be of class-4 type. Nylon pull
ropes 0.25 inches in diameter (of different colors) shall be provided and installed in
all vacant/spare ducts and subducts.
D.
The duct sealing units for conduit fittings shall be in accordance with COMPANY'S
Materials Standard 23-TMSS-02.
E.
Unless otherwise indicated, the size of the PVC conduit for fiber optic cable and
cables shall be 100 mm inner diameter and 200 mm inner diameter respectively.
F.
PVC Coated Rigid Steel Galvanized Conduits (RSGC): Rigid conduits shall be hotdip galvanized with PVC coating, fittings shall be threaded and hot-dip galvanized.
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
5.18 CABLE TRAYS
Power cables, communication cables and control cable trays shall be designed and
installed as per the requirements of TES-P-119.19. Cable trays (roof or wall
supported) are required in basement/cable entry room, communication room,
trenches, etc. for supporting power & control cables and communication cables.
Design, fabrication and installation of hot-dip galvanized steel bridges over power
cables at the basement/cable entry room. The steel bridges shall be covered with
hot-dip galvanized steel grating.
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Design, fabrication and installation of hot-dip galvanized steel uni-strut supports,
clamps and necessary accessories for routing outgoing feeder cables in the cable
basement/cable entry room.
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
28
OF
27
REV.
01
CERT.
‫الشركة الوطنية لنقل الكهرباء‬
CHK’D
APP’D
NATIONAL GRID SA
1
2
3
NO.
DESCRIPTION
*** END OF SECTION V & APPENDIX ***
REVISIONS
DEPT.:
E&DD
PREP. BY
MS / MA
DATE:
APPROVED
BY:
JAH
DATE:
CERTIFIED
BY:
AAS
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
PLANT NO.
JOB ORDER NO.
CIVIL AND STRUCTURAL SCOPE OF WORK,
DESIGN CRITERIA, TECHNICAL REQUIREMENTS
REFER
AND MATERIALS SPECIFICATIONS FOR
TO MAIN
UNDERGROUND CABLES
SOW/TS
INDEX
DOCUMENT NO.
A
CIVIL
APPENDIX
TO MAIN
SOW/TS
PAGE NO.
29
OF
27
REV.
01
APPENDIX
VIII
PROJECT DESIGN DOCUMENTS,
CALCULATIONS AND DRAWINGS
CERT.
‫اﻟﺷرﻛﺔ اﻟوطﻧﯾﺔ ﻟﻧﻘل اﻟﻛﮭرﺑﺎء‬
APP’D
NATIONAL GRID SA
CHK’D
TABLE OF CONTENTS
PAGE
REVISIONS
DEPT.:
I
INTRODUCTION
3
II
LIST OF UNIFIED DESIGN SUBMITTALS
4
III
SUBMITTAL CODE
12
IV
STATUS CODES OF DESIGN SUBMITTALS
13
V
CHECK LISTS
14
1
2
3
NO.
DESCRIPTION
SECTION
E&DD
PREP. BY:
DATE:
APPROVED
BY:
DATE:
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
2
OF
14
REV.
0
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APP’D
NATIONAL GRID SA
CHK’D
SECTION I - INTRODUCTION
1
2
3
NO.
DESCRIPTION
This document is a guide for Unification of design submittals, which shall be followed in
National Grid HV underground cable (Transition Area if required) Projects. The purpose of
this document is to provide guidance to CONTRACTOR in submitting design submittals for
HV underground cable (Transition Area if required) Projects with the objective of completion
of design phase in an effective and efficient manner.
REVISIONS
DEPT.:
E&DD
PREP. BY:
The CONTRACTOR shall submit the design documents, calculations, studies and drawings
at various stages of the PROJECT design phase as per the stated guidelines and Table .1
& 2 of this Appendix. The CONTRACTOR shall, however, submit any additional calculations
and drawings in support of the design work, which may be necessary for completeness of
the subject design, using a new code other than the codes mentioned in the table. Partial
submittal of calculations/drawings without supporting documents will not be accepted.
The titles of the Document Transmittal Sheets shall be as listed in the following table (Table.1
& 2).
The CONTRACTOR shall provide all drawings required for this PROJECT, covering all the
submittal involved in completing design of HV underground cable (Transition Area if
required), in accordance with the requirements of the COMPANY Engineering Drawing
Preparation Standards (SEEDS-II, latest revision).
DATE:
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.
APPROVED
**** END OF SECTION I ****
BY:
DATE:
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
3
OF
14
REV.
0
CERT.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION II – LIST OF UNIFIED DESIGN SUBMITTALS
Contractor should follow the submittal list as mentioned below in document submission to Engineering
& Design Department (E&DD) for review. The Title & description of each submitted document should
match
with the submittals as mentioned in unified submittal list.
DESCRIPTION
Table. 1:- HV UNDERGROUND CABLE
Sr.
No.
PRE
SUBMITT
AL
DTS Title
1
2
3
NO.
CATAGOREY - 1 GENERAL DOCUMENTS
Document
Control
1
Sheet
E&DD
PREP. BY:
Technical Data /
Calculation /
Drawing / All /
Others
Document
Document
2
Document Transmittal
Sheet
Document
Document
3
Document Title Block
Document
Document
4
Drawing Title Block
Drawing
Document
REVISIONS
DEPT.:
Document's
Category
5
Single Line Diagram
6
Existing
As-build
drawing (If Required)
Drawing
Cover Page of the document
bearing the Project title, document
description, doc. No. & details of
the Personnel's involved in the
project.
Cover page bearing the details of
the document.
Cover page bearing the details of
the drawing.
Drawing
Drawing showing the start and End
point of the proposed power cable
circuit and information regarding
the power cable size and tentative
route length.
Drawing
Existing Schematic drawings and
route of the existing Power cable
circuits (For loop in and out of the
existing Power cable circuits).
Drawing/Technical
Data
Technical specifications as per 11TMSS-02, and drawings supported
with Standard Compliance &
Manufacturer's
Responsibility
Statements.
DATE:
Drawing
DTS Description
CATAGOREY - 2 (EQUIPMENT AND MATERIALS ELECTRICAL)
APPROVED
7
HV Power Cables
44
Material
BY:
DATE:
CERTIFIED
8
Power
Cable
Termination Kits (CSE)
9
Power
Kits
10
7 & 12
Material
Drawing/Technical
Data
7
Material
Drawing/Technical
Data
Bare copper conductor
and Grounding Rods
45
Material
Drawing/Technical
Data
11
Bonding
Cable
45
Material
Drawing/Technical
Data
12
Non-Linear Resistance
for GIS termination
46
Material
Drawing/Technical
Data
Cable
Splice
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
&
Earthing
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
Power
Cable
Termination
(Indoor/Outdoor)
Technical
specifications as per 12-TMSS-10
and drawings supported with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Power Cable Splice Technical
specifications as per 12-TMSS-10
and drawings supported with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Bare copper conductor and
Grounding
Rods
Technical
specification as per 12-TMSS-11,
10-TMSS-05 & TES-P-104.08 and
drawings supported with Standard
Compliance &
Manufacturer's
Responsibility Statements.
Bonding
&
Earthing
Cable
Technical specifications as per 11TMSS-12 and drawings supported
with Standard Compliance &
Manufacturer's
Responsibility
Statements.
Non-Linear Resistance Technical
specifications as per TES-P-119.41
and drawings supported with
Manufacturer's
Responsibility
Statements.
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
4
OF
14
REV.
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DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
13
Link Box along with
accessories
14
Power Cable Clamps
Cable Warning Tapes
Material
Drawing/Technical
Data
7, 20
Material
Drawing/Technical
Data
53, 25
Material
Drawing/Technical
Data
1
2
3
NO.
15
7,8,9,10,
11
REVISIONS
16
Cable Protective Tiles
53, 25
Material
Drawing/Technical
Data
E&DD
17
Steel Wire Mesh
53, 25
Material
Drawing/Technical
Data
18
Cable warning post
25, 61
Material
Drawing/Technical
Data
DEPT.:
PREP. BY:
DATE:
Duct Sealing Units specifications
as per 23-TMSS-02 and drawings
supported
with
Standard
Compliance
Statements
&
Manufacturer's Responsibility.
Complete Technical Specifications
& data schedule. Approval of
loading calculation and cable and
trays/raceways layout are required.
Latest revision of 24-TMSS-01
would be used as a reference.
Complete Technical Specifications
of Cable support as per TES-P104.05 supported with Standard
Compliance &
Manufacturer's
Responsibility Statements.
PVC
Conduits
and
Fittings
Technical specifications as per 23TMSS-01 and drawings supported
with
Standard
Compliance
Statements
&
Manufacturer's
Responsibility.
Exhaust and supply air fans of
smoke purge fan standard,
motorized fan and smoke dampers
are required
HV Cable Trays (Cable
Support)
50
Material
Drawing/Technical
Data
21
PVC Conduits
Fittings
7
Material
Drawing/Technical
Data
22
Ventilation system for
power cable to be laid
in Tunnel
31, 42,49,
59
Material
Drawing/Technical
Data
23
Temperature
monitoring system of
Tunnel (If Required)
32
Material
Drawing/Technical
Data
High temperature
required
24
Plumbing system
tunnel (If Required)
Material
Drawing/Technical
Data
Submersible pumps and its allied
piping and fittings are required.
Latest revision ofTMSS-83-Tmss01,TES-P-119.19 will be used as
reference
20
DATE:
DRAWING CONTROL SHEET
Plan, section and details of warning
post
Drawing/Technical
Data
and
CERTIFIED
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
Cable
Tiles
Technical
specifications as per 70-TMSS-04
&
TCS-P-104-03
and
manufacturer's
Responsibility
Statements & drawings
Steel Wire Mesh Technical
specifications as per 70-TMSS-04
&
TCS-P-104-03
and
manufacturer's
Responsibility
Statements & drawings
Material
Duct Sealing Units
DATE:
BY:
Cable Warning Tapes Technical
specifications as per 70-TMSS-04
&
TCS-P-104-03
and
manufacturer's
Responsibility
Statements & drawings
53, 27, 30
19
APPROVED
BY:
Link Box Technical specifications
as per 12-TMSS-11 and drawings
supported
with
Standard
Compliance &
Manufacturer's
Responsibility Statements. (with
SVL & without SVL)
Cable
Clamps
Technical
specifications as per 23-TMSS-04
and drawings supported with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
of
51, 33 ,59
sensors
are
CATAGOREY - 3 (PROJECT DESIGN DOCUMENTS / DRAWINGS)
25
Key plan of
cables Route
Power
5
Design
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
Drawings
PLANT NO.
INDEX
Drawing showing route of the
propose line, existing utilities /
highways & roads crossing (within
the R.O.W of the proposed cable
route), start & end points and
intersection points.
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
5
OF
14
REV.
0
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26
Plan & profile details
25
Design
Drawings
27
Cable Entry Plan
25
Design
Drawings
28
Test
Pit
Location
identification on the key
plan
25
Design
Drawings
29
Test
Pit/Radar
scanning details results
30
Horizontal Directional
Drilling (HDD)
25
31
Ventilation system for
power cable to be laid
in Tunnel
32
Design
Drawings
Drawing Showing location and
depth of HDD as per approved key
plan of power cable route and cross
sectional drawing along with
Method Statement for HDD.
42,59
Design
Drawings
Layout and sections of tunnels
showing fans and its location as per
approved
calculations
and
equipment schedule
Temperature
monitoring system of
Tunnel (If Required)
59
Design
Drawings
Schematic diagram for sensors
33
Plumbing system
tunnel (If Required)
59
Design
Drawings
Pumps and piping plan view,
sections drawings, plumbing details
and equipment schedule will be
submitted
34
Power
Cables
Termination
Arrangement,
Termination
Plan,
Sections/Details
60
Design
Drawings
Termination arrangement with
necessary sections and details
35
Cable Sagging/Snaking
& Joint Bay Details
36
Remote-End
Modification
required)
Design
E&DD
PREP. BY:
DATE:
APPROVED
of
BY:
DATE:
Power cable entry arrangement at
substations showing arrangement
of cable and GIS termination in
basement or outdoor termination.
Identifying the location of test pits
on the proposed power cable route
to
determine
the
existing
utilities/power cables.
Drawings
28
REVISIONS
DEPT.:
Profile of cables circuits with
necessary sections, Elevations and
Details, crossings, utilities, spacing
(splicing) points, and location of link
Boxes for cable sheath.
Test pit result shall show the
location of proposed power cable &
indicate clearance of all existing
utilities from the proposed power
cable as per NGrid SA standard.
1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
60
(If
Design
Drawings
Design
Drawings
Report
(Electrical)
Document
CERTIFIED
Detail layout drawing of cable
sagging/snaking, link box, and
joints and grounding arrangement
at joint bay.
Modification at Remote End
substation showing all work to be
done including, adding/utilizing
CBs (including JIB if applicable),
adding/modifying
control/protection/communication
etc.
CATAGOREY - 4 (REPORTS)
BY:
37
Soil Thermal Resistivity
Measurements Report
along cables route
38
Civil
Design
Philosophy, Standards,
Codes, Design Basis
and Design Data
39
Concrete Mix Design
40
41
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
28
Soil
Thermal
Resistivity
Measurements
measurement
report along the cable route.
Document providing description of
project, design philosophy design
parameters , Standards and Codes
etc.
Report providing Concrete Mix
design for all Structural Concrete
Works based upon NG Standards &
applicable recommendations of soil
investigation report.
-
Report (Civil)
Document
41
Report (Civil)
Document
Asphalt mix design
-
Report (Civil)
Document
Report providing details of asphalt
mix design procedure and test
results of the constituents materials
Geotechnical
Investigation Report
62, 25
Report (Civil)
Document
Report providing details of soil
investigation
and
recommendations for foundation
Design.
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
6
OF
14
REV.
0
CERT.
‫اﻟﺷرﻛﺔ اﻟوطﻧﯾﺔ ﻟﻧﻘل اﻟﻛﮭرﺑﺎء‬
APP’D
NATIONAL GRID SA
Calculations
Detailed Design Current rating
calculations as per IEC-60287 or
CymCap to
performed on the
offered power cable to ascertain
the requirement of desired power
cable rating as per SOW of projects
Design
Calculations
Calculations
Design calculation for Sheath
induced voltage at normal & Fault
conditions along with selection of
minor section length and selection
of Sheath Voltage Limiters (SVL)
Design
Calculations
Calculations
Calculation for Ground
and
bonding
Cable/Conductor
Sizing
Design
Calculations
Calculations
46
Calculations for NonLinear Resistance for
GIS terminations
Design
Calculations
Calculations
47
Circulating
calculations
60,43
Design
Calculations
Calculations
48
Cable pulling tension
and sidewall pressure
calculations
7, 25
Design
Calculations
Calculations
42, 59
Drawing/Design
Calculations
Design/Drawing
Mechanical
Drawing/Design
Calculations
Design/Drawing
Mechanical
59
Drawing/Design
Calculations
Design/Drawing
Mechanical
42
Detailed
Cable
Ampacity Calculations
7, 28,30,
37, 53, 57,
59,
Design
Calculations
43
Calculations for sheath
standing
voltage,
sheath voltage rise and
the Selection of Sheath
Voltage Limiters (SVL).
30, 42,
53,57 ,59
44
Calculations for Cable
Metallic Sheath Sizing
and
Fault
current
withstand capability
7
45
1
2
3
NO.
DESCRIPTION
CHK’D
CATAGOREY - 5 (PROJECT DESIGN CALCULATIONS)
REVISIONS
DEPT.:
E&DD
PREP. BY:
DATE:
APPROVED
49
BY:
DATE:
50
CERTIFIED
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
Ventilation
system
design & calculation for
power cable to be laid
in Tunnel
Calculation for cable
tray (cable support)
(Loading calculation for
cable trays & Support)
51
Plumbing system
tunnel (If Required)
52
Design
Calculations
and Drawings for Link
Box Foundation
39,41, 13
Design
All
Design calculations for link box
foundation and drawing of Plan,
sections & reinforcement details.
53
Design
Calculations
and Drawings for duct
banks in traffic areas
and road crossings
39,41, 25
Design
All
Design
Calculation,
Sections,
layout, reinforcement & structural
details of Duct Bank & wing walls.
54
Design
Calculations
and
Drawings
for
handhole/manholes
All
Design
Calculation,
Sections,
layout, reinforcement details of
Electrical and Communication
Manholes & Hand hole.
55
Design Calculation and
Drawings for CSE Steel
Supporting Structure.
39,41, 8
Design
All
Design calculations, Layout, levels,
section along with construction
Notes and other fixing detail
drawings for “CSE” Steel Support
Structure.
56
Design
Calculations
and Drawings for CSE
foundation
39,41, 55
Design
All
Design
Calculation,
Sections,
layout, and reinforcement details
for
CSE
Support
Structure
Foundation.
BY:
DATE:
current
of
Design Calculation for Cable
Metallic Sheath Sizing based on
short circuit current of 40 kA for 1
second
Ground Cable & Bonding CABLE
/Conductor cross-section Sizing
Calculation for ultimate fault current
(40kA for 1 second) as per TES-P104.08, ICEA P-45-482 & IEC
60949.
Calculations performed to ascertain
the requirement of Non-Linear
Resistor as per TES-P-119.41 to
account
GIS
transient
over
voltages.
For unequal section length in cross
bonded system.
The cable tension and sidewall
pressure depend upon the material
and cross-sectional area of the
conductors.
Allowable
pulling
tension and sidewall pressure are
determined by calculations as per
TES-P-104.05 on actual route.
Calculation for air volume flow rate
by heat balance and number of air
changes method for fan exhaust
and supply air fan selection
Loading calculation required to
confirm load bearing capacities,
filling capacities and deflection as
per SEC standard TES-P-104.05
Calculation for total dynamic head
and number of pumps required will
be submitted
39,41, 25
Design
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
7
OF
14
REV.
0
CERT.
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DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
57
Design
Calculations
and Drawings of Cable
Trench and Precast
Concrete Cover.
58
Crash Barrier
59
Design Calculation and
Drawings for Cable
Tunnel.
39,41, 25
Design
All
-
Drawing
All
37,40, 41,
48,53,50
Design
All
Design
Calculation,
Sections,
layout, reinforcement details for
Cable trench & Precast Cover.
Drawings showing the details of
the crash barriers to be installed at
road intersections for Access
Roads
Design
Calculation,
Sections,
layout, and reinforcement details
for cable tunnel.
1
2
3
NO.
CATAGOREY - 6 (PROJECT DESIGN DOCUMENTS / DRAWINGS)
60
Schematic Drawing &
Bonding
43
Design
Drawings
61
Link Box Locations
Plan,
Section
and
Details
35, 60
Design
Drawings
25
Drawings
Drawings
-
Drawings
Drawings
REVISIONS
DEPT.:
E&DD
PREP. BY:
62
DATE:
63
Bore Hole Location
Plan
and
Method
Statement for Soil
Investigation
General Civil/Structural
Notes (Specifications of
Concrete,
Steel
Reinforcements,
Formwork, Earthwork
etc.)
Schematic drawing showing the
transposition of power cable &
bonding/grounding arrangement of
power cable sheath, details of
minor and major sections of the
cross bonded or single point
bonded scheme. Details of the
induced voltage for every major and
minor section during steady state &
transient condition.
Complete route showing locations
of link boxes with necessary
sections and details of installing the
link box underground/above ground
Drawing Showing location and
depth of boreholes as per approved
plan and Profile along with Method
Statement for soil investigation
Drawing showing Specifications of
Concrete, Steel Reinforcements,
Formwork and Earthwork etc.
APPROVED
BY:
DATE:
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
8
OF
14
REV.
0
CERT.
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APP’D
NATIONAL GRID SA
CHK’D
Table. 2 :- (Transition Area)
Sr.
No.
Submittal Title
PRE
SUBMITTAL
Document's
Category
Technical Data /
Calculation /
Drawing / All /
Others
Submittal Description
1
2
3
NO.
DESCRIPTION
CATAGOREY – 1 (EQUIPMENT AND MATERIALS)
1
Technical Submittal for
Conductor
-
Material
Technical Data /
drawing
2
Technical Submittal for
take-off/gantry Material
14
Material
Technical Data /
drawing
3
Technical Submittal for
Insulators
-
Material
(Electrical)
Technical Data /
Drawing
REVISIONS
DEPT.:
E&DD
PREP. BY:
DATE:
4
Technical Submittal for
Insulator String Fittings,
Vibration Dampers and
Hardware
Assembly
Details
5
Technical Submittal for
OPGW
Fittings
,Vibration Dampers &
Hardware
Assembly
Details
1&3
Material
(Electrical)
Technical Data /
Drawing
Technical specification material for
insulator String Fittings, Vibration
Dampers and Hardware as per 12TMSS-01 shall be provided by
manufacturer
supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements and original catalogues.
Technical Data /
Drawing
Technical specification material for
OPGW Fittings, Vibration Dampers
and Hardware assembly details as per
12-TMSS-01 & 12-TMSS-02 shall be
provided by manufacturer supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements and original catalogues.
Technical Data /
Drawing
Technical specification material for
Connectors as per 12-TMSS-02 shall
be
provided
by
manufacturer
supported with Standard Compliance
&
Manufacturer's
Responsibility
Statements and original catalogues.
APPROVED
BY:
DATE:
6
Technical Submittal for
Connectors
7
Material
(Electrical)
1&7
Material
(Electrical)
Technical Data /
Drawing
CERTIFIED
BY:
7
Technical Submittal for
OPGW
-
Material
(Electrical &
Telecom)
8
Technical Submittal for
Grounding
Materials
(including
Grounding
Conductor & Grounding
Rod)
13
Material
Technical Data /
drawing
9
Technical submittal for
Surge arrestor
-
Material
Technical Data /
drawing
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
Technical specification material for
Conductor (ACSR, ACSR-AW, AAAC,
ACAR, and AAC etc.) as per 10TMSS-01 is provided by manufacturer
supported with Standard Compliance
&
Manufacturer's
Responsibility
Statements and original catalogues.
Technical specification material for
take-off/gantry (lattice / Monopoles)
as per 20-TMSS-01 & 20-TMSS-02 is
provided by manufacturer supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Technical specification material for
Insulators (Porcelain long rod,
Composite, Disc Type etc.) As per 15TMSS-01-07 shall be provided by
manufacturer
supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements and original catalogues.
PLANT NO.
INDEX
Technical specification material for
OPGW as per 10-TMSS-04 shall be
provided by manufacturer supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Technical specification material for
Grounding
Materials
(including
Grounding Conductor & Grounding
Rod) as per 12-TMSS-11, 10-TMSS05 & TES-P-104.08 and drawings
supported with Standard Compliance
&
Manufacturer's
Responsibility
Statements.
Technical specification material for
Surge arrestor as per 35-TMSS01 is
provided by manufacturer supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
9
OF
14
REV.
0
CERT.
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1
2
3
NO.
DESCRIPTION
CHK’D
APP’D
NATIONAL GRID SA
REVISIONS
DEPT.:
E&DD
10
Capacitor
Transformer
11
12
Voltage
Technical specification material for
Capacitor Voltage Transformer as per
50-TMSS-02, Rev.01 shall be
provided by manufacturer, supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Technical specification material for
Free Standing Current Transformer as
per 50-TMSS-01, Rev.01 shall be
provided by manufacturer, supported
with
Standard
Compliance
&
Manufacturer's
Responsibility
Statements.
Report
providing
Technical
Specifications of backfill material as
per standard TCS-Q-113-02.
-
Material
Technical Data /
drawing
Free Standing Current
Transformer
-
Material
Technical Data /
drawing
Backfill Materials
-
Material
Technical Data /
drawing
Calculations and drawings performed
to ascertain the achievement of
desired grounding resistance within
the terminal compound area.
CATAGOREY – 2 (DESIGN CALCULATIONS)
13
Terminal
Compound
grounding calculations
34
Design
Calculations /
Drawings
14
Design
Calculations
and
Design
Drawings/Outline
Drawing for Take-off
Gantry Structure at
Transition Area
-
Design
Calculations /
Drawings
Gantry/take-off
(lattice/monopole)
structure design calculations
15
Design Calculation of
foundation of Takeoff/gantry structure
14,33
Design
Calculations /
Drawings
Take-off/gantry
(lattice/monopole)
Foundations Design Calculations,
sections & reinforcement details
16
Design calculation of
retaining
wall
for
precast boundary wall if
required
31,33
Design
Calculations /
Drawings
Design calculations for Present
Boundary wall foundation (i.e.
retaining
wall),
sections
&
reinforcement details in addition to
precast boundary wall details.
17
Design calculation for
precast boundary wall if
required
16,33
Design
Calculations /
Drawings
Panel height, Logo, Grooves, Pattern
, Removable column fixing
18
Design
Calculations
and
Drawings
for
handhole/manholes
inside transition area
31,33
Design
Calculations /
Drawings
Design Calculation, Sections, layout,
reinforcement details of Electrical and
Communication Manholes & Hand
hole.
9
Design
Calculations /
Drawings
Design calculations, Layout, levels,
section along with construction Notes
and other fixing detail drawings for
CSE & SA Steel Support Structure
31, 33
Design
Calculations /
Drawings
Design Calculation, Sections, layout,
reinforcement details for Cable trench
& Precast Cover.
PREP. BY:
DATE:
APPROVED
BY:
DATE:
19
CERTIFIED
20
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
Design Calculation and
Drawings for CSE & SA
Steel
Supporting
Structure.
Design
Calculations
and Drawings of Cable
Trench and Precast
Concrete Cover.
21
Design
Calculations
and Drawings for CSE &
SA foundation
19,33
Design
Calculations /
Drawings
Design Calculation, Sections, layout,
and reinforcement details for CSE &
SA Support Structure Foundation.
22
Steel support structure
design calculations and
detail
drawings
for
Current
Transformer
(CT)
14
Design
Calculations /
Drawings
Design calculations and drawings to
show the details of steel support
structure of Current Transformer (CT)
23
Design calculations and
detail
drawings
of
Current
Transformer
(CT) foundation
22,33
Design
Calculations /
Drawings
Design calculations and drawings to
show the details of steel support
structure foundation of
Current
Transformer (CT)
24
Steel support structure
design calculations and
detail
drawings
for
Voltage
Transformer
(VT)
10
Design
Calculations /
Drawings
Design calculations and drawings to
show the details of steel support
structure of Voltage Transformer (VT)
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
10
OF
14
REV.
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CHK’D
APP’D
NATIONAL GRID SA
25
Design calculations and
detail
drawings
of
Voltage
Transformer
(VT) foundation
26
Design
Supports
of
Cable
24,33
Design
Calculations /
Drawings
Design calculations and drawings to
show the details of steel support
structure foundation of Voltage
Transformer (VT)
-
Design
Calculations /
Drawings
Design calculations for cable supports
with detail drawings
-
Design
Drawings
Drawings prepared to ascertain the
achievement of desired grounding
resistance at the line crossing gantry
location.
27
Transition
Grounding
Drawings
28
Layout, plan, section
and Details of fence
-
Design
Drawings
The layout & details of fencing
provided around all transition area.
29
Drive/personnel Gate
Plan,
Section
and
connection details.
-
Design
Drawings
Plan, section and details of Entry
Gates of Fence.
1
2
3
NO.
DESCRIPTION
CATAGOREY - 3 (Design Documents / Drawings)
Area
Layout
REVISIONS
DEPT.:
30
Site
Grading
Paving
Plan
Transition Area
and
for
31
Transition Area Layout
32
Bore Hole Location Plan
and Method Statement
for Soil Investigation
31
Design
Drawings
Topographic survey including contour
line, levels and elevations for the
proposed transition area and the
surrounding roads and area. In
addition to this provide proposed
inside / outside levels, slopes and
storm drainage.
-
Design
Drawings
Layout drawing for the Transition area
showing Equipment Arrangement
including details & Sections
E&DD
PREP. BY:
DATE:
31
Drawings
Drawings
Drawing Showing location and depth
of boreholes as per approved plan and
Profile along with Method Statement
for soil investigation
32
Report
Document
Report providing details of soil
investigation and recommendations
for foundation Design.
-
Report
(Electrical)
Document
Electrical soil resistivity test report for
all proposed structure locations
-
Report
Document
Soil
Thermal
Resistivity
Measurements report for various
points readings for the Transition Area
CATAGOREY - 4 (REPORTS)
33
Geotechnical
Investigation Report
34
Geotechnical
Resistivity Report
35
Soil Thermal Resistivity
Measurements Report
APPROVED
BY:
DATE:
Soil
**** END OF SECTION II ****
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
11
OF
14
REV.
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CHK’D
APP’D
NATIONAL GRID SA
SECTION III – SUBMITTAL CODE
The submittal code is a unique numbering system for each design submittal that shall be
followed as mentioned below:
DESCRIPTION
XX XN XXX – X - XXX
Submittal’s Number
PTS Prepared Year
Submittal’s Type
E: Electrical
M: Mechanical
C: Civil
PTS Prepared Operation
1
2
3
NO.
PTS Number
REVISIONS
Example: 19 EN123E001
DEPT.:
E&DD
**** END OF SECTION III ****
PREP. BY:
DATE:
APPROVED
BY:
DATE:
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
12
OF
14
REV.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION IV – STATUS CODES OF SUBMITTAL
1
2
3
NO.
DESCRIPTION
Approval status codes which will be assigned on National Grid comment sheet are as under:
STATUS
CODE
DEFINITION
A
Acceptable
B
REVISIONS
C
DEPT.:
E&DD
PREP. BY:
DATE:
D
DESCRIPTION
Acceptable by E&DD and no further comments.
Acceptable by E&DD with minor
Acceptable with minor
comments/notes/remarks (do not affect project's
comments/notes/remarks design) and Project Dept. shall verify compliance of
these comments accordingly.
Major comments that affect project's design and
Comments
shall resubmit.
Return without review and shall resubmit with
same revision number due to:
• Violation of Company Standard and
Specifications.
Rejected
• Not listed in LOTAM.
• Missing important documents or drawings.
• No compliance to previous comments.
APPROVED
BY:
DATE:
**** END OF SECTION IV ****
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
13
OF
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REV.
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APP’D
NATIONAL GRID SA
CHK’D
SECTION V – CHECK LISTS
1
2
3
NO.
DESCRIPTION
Check Lists indicate details of the pre-requisite and the documents required to review the subject
document.
REVISIONS
DEPT.:
E&DD
PREP. BY:
DATE:
APPROVED
BY:
DATE:
CERTIFIED
BY:
DATE:
THIS DOCUMENT IS
NOT TO BE USED FOR
CONSTRUCTION
OR
FOR
ORDERING
MATERIALS
UNTIL
CERTIFIED AND DATED
DRAWING CONTROL SHEET
APPENDIX-XX FOR <<XYZ>> HV UNDERGROUND
CABLE PROJECT, S AU D I A R A B I A
PLANT NO.
INDEX
DOCUMENT NO.
JOB ORDER NO.
PTS-19XNXXX
PAGE NO.
14
OF
14
REV.
0
HV UNDERGROUND CABLE CHECK LIST
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
1 –Document Control Sheet
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents:
Document Control Sheet
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
6
SEED-II (SEC Engineering Drawings Standard)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
2 –Document Transmittal Sheet
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents:
Document Transmittal Sheet
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
6
SEED-II (SEC Engineering Drawings Standard)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
3 –Document Title Block
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents:
Document Title Block
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
6
SEED-II (SEC Engineering Drawings Standard)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
4 – Drawing Title Block
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents:
Drawing Title Block
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
6
SEED-II (SEC Engineering Drawings Standard)
7
01-TMSS-01, latest Revision. (General Requirements of Material)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
5 – Single Line Diagram
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
6
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents:
Single Line Diagram
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
7
SEED-II (SEC Engineering Drawings Standard)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
6 – Existing As-build drawing (If Required)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Detailed Route Plan for UG cable circuit
1
2
3
4
5
General Route Plan approved & stamped by survey & ROW
Division.
Approval of location of Terminal compound (if any)
Approved/ As-built HV duct bank layout for the terminal
substations
Schematic drawing for UG cable circuit
7
8
Approval of Detailed route plan & Major materials
As-built schematic drawing for existing circuit (if any) stamped
by maintenance div.
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
6
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
7 – HV Power Cables
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Documents
6
Cross section view drawing of HV power cable stamped by the
contractor as well as the manufacturer.
Responsibility statement duly singed & stamped by the contractor
as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 11-TMSS-02, Rev.02 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 11-TMSS-02, Rev.02 stamped by the contractor as
well as the manufacturer.
Current rating calculation as per IEC 60287.
7
Manufacturer catalog of offer material
8
9
Documents which are required to be considered
PTS of project.
Post-bid clarifications of project
1
2
3
4
5
Standards which are required to be considered but not limited to mentioned below
10
11
01-TMSS-01, Rev.03
11-TMSS-02, Rev.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
8 – Power Cable Termination Kits (CSE)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main Documents
6
Detail A0 size drawings stamped by the contractor &
manufacturer.
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 12-TMSS-10, Rev.02 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 12-TMSS-10, Rev.02 stamped by the contractor as
well as the manufacturer.
Manufacturer catalog of offer material
7
8
9
10
Documents which are required to be considered
PTS of project
Post-bid clarifications of project
The approved technical data schedule of HV power cable
Approved Non-Linear Resistance for GIS termination
1
2
3
4
5
Standards which are required to be considered but not limited to mentioned below
11
12
01-TMSS-01, Rev.03
12-TMSS-10, Rev.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
9 – Power Cable Splice Kits
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main Documents
6
Detail A0 size drawings stamped by the contractor &
manufacturer.
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 12-TMSS-10, Rev.02 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 12-TMSS-10, Rev.02 stamped by the contractor as
well as the manufacturer.
Manufacturer catalog of offer material
7
8
9
Documents which are required to be considered
PTS of project
Post-bid clarifications of project
The approved technical data schedule of HV power cable
1
2
3
4
5
Standards which are required to be considered but not limited to mentioned below
10
11
01-TMSS-01, Rev.03
12-TMSS-10, Rev.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
10 – Bare copper conductor and Grounding Rods
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents
Cross-section Drawings for Bare copper conductor and
Grounding Rods
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 10-TMSS-05, Rev.02 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 10-TMSS-05, Rev.02 stamped by the contractor as
well as the manufacturer.
Manufacturer catalog of offer material
Documents which are required to be considered
PTS of project
Calculation for Ground and bonding Cable/Conductor Sizing
1
2
3
4
5
6
7
8
Standards which are required to be considered but not limited to mentioned below
9
10
11
01-TMSS-01, Rev.03
10-TMSS-05, Rev.02
TES-P-104.08, Rev.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
11 – Bonding & Earthing Cable
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following document
7
8
Cross section view drawing of Bonding & Earthing Cable stamped
by the contractor as well as the manufacturer.
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 11-TMSS-12, Rev.01 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 11-TMSS-12, Rev.01 stamped by the contractor as
well as the manufacturer.
Manufacturer catalog of offer material
Documents which are required to be considered
PTS of project
Post-bid clarifications of project
9
Calculation for Ground and bonding Cable/Conductor Sizing
1
2
3
4
5
6
Standards which are required to be considered but not limited to mentioned below
10
11
01-TMSS-01, Rev.03
11-TMSS-12, Rev.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
12 – Non-Linear Resistance for GIS termination
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following documents
5
6
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Approved calculation for Non-Linear Resistance for GIS
terminations
Manufacturer catalog of offer material
Documents which are required to be considered
PTS of project
Calculations for Non-Linear Resistance for GIS terminations
7
Manufacturer’s recommendations
1
2
3
4
Standards which are required to be considered but not limited to mentioned below
8
9
01-TMSS-01, Rev.03
TES-P-119.41, Rev.00
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
13 – Link Box along with accessories
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents
7
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 12-TMSS-11, Rev.01 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 12-TMSS-11, Rev.01 stamped by the contractor as
well as the manufacturer
Dalit drawings for each type of Link Box stamped by the
contractor as well as the manufacturer
Manufacturer catalog of offer material
Documents which are required to be considered
PTS of project
8
Post-bid clarifications of project
1
2
3
4
5
6
Standards which are required to be considered but not limited to mentioned below
9
10
01-TMSS-01, Rev.03
12-TMSS-11, Rev.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
14 – Power Cable Clamps
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents
6
Responsibility statement duly singed & stamped by the
contractor as well as manufacturer
Compliance statement as per National Grid SA standard &
specification 01-TMSS-01, Rev.03 stamped by the contractor as
well as the manufacturer.
Compliance statement as per National Grid SA standard &
specification 23-TMSS-04, Rev.00 stamped by the contractor as
well as the manufacturer.
Technical data schedule as per National Grid SA standard &
specification 23-TMSS-04, Rev.00 stamped by the contractor as
well as the manufacturer
Datil drawings for cable clamps stamped by the contractor as
well as the manufacturer
Manufacturer catalog for the proposed cable clamps
7
8
Documents which are required to be considered
PTS of project
Technical data of Power Cables
1
2
3
4
5
Standards which are required to be considered but not limited to mentioned below
9
10
01-TMSS-01, Rev.03
23-TMSS-04, Rev.00
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
15 – Cable Warning Tapes
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
1
Manufacture Catalogue
2
Drawing
3
4
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
5
Post-bid clarifications of project
Standards which are required to be considered but not limited to mentioned below
6
7
8
TCS-P-104.03, Rev.0
TES-P-104.05, Rev.02
70-TMSS-04-R0 Cable Trench Materials
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
16 – Cable Protective Tiles
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
1
Manufacturer Catalogue
2
Drawing
3
4
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
5
Post-bid clarifications of project
Standards which are required to be considered but not limited to mentioned below
6
7
8
TCS-P-104.03, Rev.0
TES-P-104.05, Rev.02
70-TMSS-04-R0 Cable Trench Materials
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
17 – Steel Wire Mesh
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
1
Manufacturer Catalogue
2
Drawing
Documents which are required to be considered
3
4
PTS of project
Pre-bid clarifications of project
5
Post-bid clarifications of project
Standards which are required to be considered but not limited to mentioned below
6
7
8
TCS-P-104-03, Rev.0
TES-P-104.05, Rev.02
70-TMSS-04-R0 Cable Trench Materials
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
18 -Cable warning post
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
1
Plan, section and details of warning post
2
Manufacturer catalog of offer material
3
4
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
5
Post-bid clarifications of project
Standards which are required to be considered but not limited to mentioned below
6
01-TMSS-01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
19 – Duct Sealing Units
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
1
Filled Data Schedule of Duct Sealing Units as per 23-TMSS-02
2
3
4
5
Compliance Statements
6
7
Manufacturer's Responsibility
supported drawings
Approved PVC Conduits and Fittings
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
8
Post-bid clarifications of project
Standards which are required to be considered but not limited to mentioned below
9
10
01-TMSS-01
23-TMSS-02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
20 – Technical submittal for HV Cable Trays (Cable Supports)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main calculation sheets
1
2
Filled data schedule of 24-TMSS-01 from the manufacturer
HV cable Raceway layout drawing with plan and detailed sections
3
Copy of approved HV cable sleeves & Duct bank layout
4
5
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
6
Post-bid clarifications of project
7
Tender drawings requirements of project
8
Approved Calculation for cable tray (cable support)
9
Manufacturer’s Catalogues for support and accessories
Drawings of the cable raceways supports and accessories from
the manufacturer with proper model number
Clause by clause compliance to specification 24-TMSS-01
10
11
Standards which are required to be considered but not limited to mentioned below
12
13
24-TMSS-01
TES-P-104.05
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
21 – PVC Conduits and Fittings
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main documents/drawing sheets
PVC Conduits and Fittings Technical specifications as per 23TMSS-01
Compliance Statements
1
2
3
4
5
6
Manufacturer's Responsibility
supported drawings
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
HV Power Cables Technical data
Standards which are required to be considered but not limited to mentioned below
9
10
01-TMSS-01
23-TMSS-01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
22 – Ventilation System for Power Cables to be Laid in Tunnel
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following items
1
Introduction
2
Codes & Standards
3
Environmental Design Criteria
4
Sequence of Operation for the ventilation system
5
Approved civil/architectural drawings
6
Cable heat dissipation based on the actual number cables
7
Tunnel light heat dissipation based on the actual lighting fixtures
8
Ventilation calculations for fans based on air changed method
and heat dissipation method
9
Duct sizing, air outlet sizing and external static pressure
calculations
10
Ventilation General Notes and Legends drawing
11
Ventilation Duct and Equipment Layout – Basement
12
Ventilation Duct and Equipment Layout – Ground Floor
13
Ventilation Duct and Equipment Layout- Sectional Details
14
Ventilation control and schematic Layout
15
Equipment Schedule
16
Miscellaneous, Installation Details and Schedules
17
Selection of fans using catalog/software from the fans
manufacturer
18
Selection of air outlets and other materials by properly
highlighting the model number in the manufacturer’s Catalogues
19
20
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
21
Post-bid clarifications of project
22
Tender drawings requirements of project
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Standards which are required to be considered but not limited to mentioned below
23
24
TES-K-100.01
73-TMSS-05
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
23 – Temperature monitoring system of Tunnel (If Required)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following items
1
2
3
Tunnel diagram showing quantity and location of temperature
monitoring devices
Control and Schematic Diagram for the operation of ventilation
system in response to the temperature sensed by the
temperature monitoring devices.
5
6
Approved civil/architectural drawings
Selection of temperature monitoring devices by properly
highlighting the model number in the manufacturer’s Catalogues
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
4
Standards which are required to be considered but not limited to mentioned below
9
TES-K-100.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
24 – Plumbing system of tunnel (If Required)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following items
1
Introduction
2
Codes & Standards
3
Design Parameters
4
Total dynamic Head calculation of pump
5
References
6
Approved civil/architectural Drawings
7
Plumbing General Notes and Legends Drawing
8
Pumps and Piping Layout including isometric
9
Plumbing Equipment Schedule
10
Plumbing Miscellaneous and installation Details
11
Selection of pumps provided by the pump manufacturer
12
Sequence of operation and control panel for the pump
Documents which are required to be considered
13
PTS of project
14
Pre-bid clarifications of project
15
Post-bid clarifications of project
16
Tender drawings requirements of project
Standards which are required to be considered but not limited to mentioned below
17
TES-P-119.19
18
83-TMSS-01
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
25 - KEY PLAN OF POWER CABLES ROUTE
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Single Line Diagram
2
Google Earth files to verify GPS coordinates of cable route
3
Test Pit Location identification on the key plan (approval)
4
Test Pit/Radar scanning details results
5
Existing As-build drawing (If Required)
(approval)
Submittal will contain following main Documents
6
No Objection certificates from all concerned authorities
7
HV Power Cables (approval)
8
Key plan of power cables route (Drawing showing route of the
propose line, existing utilities / highways & roads crossing (within
the R.O.W of the proposed cable route), start & end points and
intersection points.)
Documents which are required to consider for cable route:
9
PTS of project
10
Pre-bid clarifications of project
11
Post-bid clarifications of project
12
Tender drawings requirements of project
13
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below
14
SEED-II (SEC Engineering Drawings Standard)
15
TES-P-122-08-R1 (Survey Guidelines)
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
26 - PLAN & PROFILE DETAILS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Single Line Diagram
2
Key plan of power cables route (approval)
3
Google Earth files to verify GPS coordinates of cable route
4
Test Pit/Radar scanning details results
5
Existing As-build drawing (If Required)
(approval)
Submittal will contain following main Documents
6
7
HV Power Cables (approval)
Plan & profile details (Profile of cables circuits with necessary
sections, Elevations and Details, crossings, utilities, spacing
(splicing) points, location of link Boxes for cable sheath.)
Documents which are required to consider for plan & profile:
8
PTS of project
9
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below
10
SEED-II (SEC Engineering Drawings Standard)
11
TES-P-122-08-R1 (Survey Guidelines)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
27 - CABLE ENTRY PLAN
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Substation Layout Drawing for reference
2
Approved overall Building plan view drawing with detail of MV &
HV cable Raceway system for reference.
3
Approved Key plan of power cables route for reference
4
Approved Plan & profile details for reference
5
6
Approved Power Cables Termination Arrangement, Termination
Plan, Sections/Details.
Approved calculation for cable tray (cable support) (Loading
calculation for cable trays & Support)
Submittal will contain following main Documents
7
Cable Entry Plan (Power cable entry arrangement at substations
showing arrangement of cable and GIS termination in basement
or outdoor termination.)
8
Approved HV Power Cables
9
Approved HV Cable Trays (Cable Support)
10
Approved Power Cable Clamps
11
Approved Power Cable Termination Kits (CSE)
12
Approved Duct Sealing Units
13
Approved Fire Proofing Material to Protect the Cable in Cable
entry room or Basement
Documents which are required to consider for cable Entry Plan:
14
PTS of project
15
Pre-bid clarifications of project
16
Post-bid clarifications of project
17
Tender drawings requirements of project
18
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below
19
SEED-11 (SEC Engineering Drawings Standard)
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
28 - TEST PIT LOCATION IDENTIFICATION ON THE KEY PLAN
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Single Line Diagram
2
Key Plan Of Power Cables Route
3
Test Pit Location identification on the key plan (Identifying the
location of test pits on the proposed power cable route to
determine the existing utilities/power cables.)
Documents which are required to consider for Test Pit Location:
4
PTS of project
5
Pre-bid clarifications of project
6
Post-bid clarifications of project
7
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below
8
SEED-11 (SEC Engineering Drawings Standard)
9
TES-P-122-08-R1 (Survey Guidelines)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
29 - TEST PIT/RADAR SCANNING DETAILS RESULTS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Single Line Diagram
2
Approved Test pit location identification on the key plan
3
Test Pit/Radar scanning details results (Test pit result shall show
the location of proposed power cable & indicate clearance of all
existing utilities from the proposed power cable as per NGrid SA
standard.)
Standards which are required to consider in general but not limited to mentioned below
4
SEED-11 (SEC Engineering Drawings Standard)
5
TES-P-122-08-R1 (Survey Guidelines)
6
TES-P-104-05-R2 (Cable Installations, Engineering Requirements)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
30 - HORIZONTAL DIRECTIONAL DRILLING (HDD)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key Plan Of Power Cables Route
Submittal will contain following main Documents
3
Horizontal Directional Drilling (HDD) (Drawing Showing location and depth
of HDD as per approved key plan of power cable route and cross sectional
drawing along with Method Statement for HDD.)
HV Power Cables
4
PVC Conduits and Fittings
5
Duct Sealing Units
2
Standards which are required to consider in general but not limited to mentioned below
6
SEED-11 (SEC Engineering Drawings Standard)
7
TES-P-104-05-R2 (Cable Installations, Engineering Requirements)
8
TA800068-R0 (Highway Under Crossing for 110kV to 380kV U-G Power
Cables by Directional Drilling)
9
TES-P-122-08-R1 Survey Guidelines
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
31 – Ventilation System for Power Cables to be Laid in Tunnel (Drawings)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
HVAC Duct Layout
2
3
Supply and Exhaust Fan Layout
Equipment Schedule
4
Notes & Legends Drawing
5
Installation Details drawing
6
Sectional details drawings
7
8
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Manufacturer’s Catalogues
Standards which are required to be considered but not limited to mentioned below
12
13
14
TES-K-100.01
73-TMSS-05
TCS-K-100
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
32 – Temperature Monitoring System of Tunnel (If required) “Drawings”
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
3
Control and Schematic Diagram
Tunnel diagram showing location of temperature monitoring
devices
Documents which are required to be considered
PTS of project
4
Pre-bid clarifications of project
5
Post-bid clarifications of project
6
Tender drawings requirements of project
7
Manufacturer’s Catalogues
2
Standards which are required to be considered but not limited to mentioned below
8
TES-K-100.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
33 – Plumbing System of Tunnel (If Required) “Drawings”
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Pumps and Piping Layout
2
Equipment Schedule
3
Plumbing Details
4
Notes & Legends Drawing
5
Installation Details Drawing
6
7
8
Sectional Details Drawings
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Manufacturer’s Catalogues
Standards which are required to be considered but not limited to mentioned below
12
TES-P-119.19
13
83-TMSS-01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
34 -POWER CABLES TERMINATION ARRANGEMENT, TERMINATION PLAN,
SECTIONS DETAILS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Substation Layout Drawing for reference
2
Approved Cable Entry Plan
Submittal will contain following main Documents
3
4
5
6
Power Cables Termination Arrangement, Termination Plan,
Sections/Details (Termination arrangement with necessary
sections and details)
HV Power Cables
Approved Power Cable Clamps
Approved Power Cable Termination Kits (CSE)
Approved
Documents which are required to consider for cable Termination Arrangement:
7
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below
8
SEED-11 (SEC Engineering Drawings Standard)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cables Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
35 - CABLE SAGGING/SNAKING & JOINT BAY DETAILS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Single Line Diagram
2
Approved Test Pit/Radar scanning details results (approval)
3
Approved Key Plan Of Power Cables Route
4
Approved Schematic Drawing & Bonding
Submittal will contain following main Documents
5
Cable Sagging/Snaking & Joint Bay Details (Detail layout drawing
of cable sagging/snaking, link box, joints and grounding
arrangement at joint bay.)
6
Approved HV Power Cables
7
Approved Bonding & Earthing Cable
8
Approved Bare copper conductor and Grounding Rods
9
Approved Link Box along with accessories
10
Approved Power Cable Splice Kits
Standards which are required to consider in general but not limited to mentioned below
11
SEED-II (SEC Engineering Drawings Standard)
12
TES-P-122-08-R1 (Survey Guidelines)
13
TA800142 R0 (Installation Detail for Link Boxes Below Ground
110 kV, 115 kV, 132 kV, 230 kV And 380 kV)
14
TA800141 R0 (Installation Detail for Link Boxes above Ground)
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
36 -Remote-End Modification (If required)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
2
Approved Key Plan Of Power Cables Route
Modification at Remote End substation showing all work to be
done including, adding/utilizing CBs (including JIB if
applicable),adding/modifying control/protection/communication
etc.
Documents which are required to consider for cable Entry Plan:
3
PTS of project
4
Pre-bid clarifications of project
5
Post-bid clarifications of project
6
Tender drawings requirements of project
7
Additional Requirements (if any)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
37 - SOIL THERMAL RESISTIVITY MEASUREMENTS REPORT ALONG CABLES ROUTE
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key Plan Of Power Cables Route
2
Approved Test Pit Location identification on the key plan
3
Approved Test Pit/Radar scanning details results
4
Soil Thermal Resistivity Measurements Report along cables route
(Soil Thermal Resistivity Measurements measurement report
along the cable route.)
Standards which are required to consider in general but not limited to mentioned below
5
SEED-II (SEC Engineering Drawings Standard)
6
TES-P-122-08-R1 (Survey Guidelines)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
38 – CIVIL DESIGN PHILOSOPHY, STANDARDS, CODES, DESIGN BASIS
AND DESIGN DATA
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
Document providing description of project, design philosophy
design parameters , Standards and Codes etc.
1
Documents which are required to be considered.
2
3
4
5
6
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Manufacturer / Supplier’s recommendations
Standards which are required to be considered but not limited to mentioned below.
7
8
9
10
11
12
13
01-TMSS-01
70-TMSS-03
TES-P-122.06
TES-P-119.18
TES-P-119.19
TCS-P-122.05
TCS-Q-113.02
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
39 – CONCRETE MIX DESIGN
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Report providing Concrete Mix design for all Structural Concrete
Works e.g. (Mix design of each mix type/strength, gradation,
aggregate test report, water analysis report, cement mill
certificates, admixture data, Batching plant calibration report,
Compressive strength test report (7 & 28 days) for final approval
for each type concrete trail mix etc.)
2
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
3
4
5
6
7
8
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Manufacturer / Supplier’s recommendations
Geotechnical Investigation Report.
Standards which are required to be considered but not limited to mentioned below.
9
10
01-TMSS-01
70-TMSS-03
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
40 – ASPHALT MIX DESIGN
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Report providing details of asphalt mix design procedure and test
results of the constituents materials.
2
Key plan of Power cables Route approval copy.
Documents which are required to be considered.
3
4
5
6
7
8
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Manufacturer / Supplier’s recommendations
Key plan of Power cables Route.
Standards which are required to be considered but not limited to mentioned below.
9
10
11
01-TMSS-01
TCS-Q-113.01
TCS-Q-113.02
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
41 – GEOTECHNICAL INVESTIGATION REPORT
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
Report providing details of soil investigation, soil properties and
recommendations for foundation Design
Bore Hole Location Plan and Method Statement for Soil
Investigation approval copy
1
2
3
Key plan of Power cables Route approval copy.
Documents which are required to be considered.
PTS of Project.
4
5
6
7
8
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Key plan of Power cables Route
Bore Hole Location Plan and Method Statement for Soil
Investigation.
9
Standards which are required to be considered but not limited to mentioned below.
TES-P-122.06
TCS-Q-113.02
70-TMSS-03
TES-P-122.11
10
11
12
13
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
42 – DETAILED CABLE AMPACITY CALCULATIONS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
7
8
Cable Ampacity calculations meeting project requirements as per
SOW/TS under all types of cable installations (direct buried,
concrete duct bank, Horizontal directional drilling)
Cross Sections for all types of cable installations (direct buried,
CDB, HDD) & crossings with existing utilities for complete Cable
route (Test Pit Results)
Soil Thermal Resistivity Measurements Report along with
measurement locations drawing
Approved Technical Data Schedule for Power Cable specifications
Parameters/assumptions considered in the Ampacity calculations
Mitigations/solutions for portions where minimum ampacity
requirements could not be achieved.
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Manufacturer’s recommendations
1
2
3
4
5
6
Standards which are required to be considered but not limited to mentioned below
12
IEC-60287
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
43 – Calculations for sheath standing voltage, sheath voltage rise and the Selection
of Sheath Voltage Limiters (SVL).
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal shall contain the following
1
2
3
Approved Cable Ampacity calculations
Induced Sheath Voltage calculations based on sheath/screen
bonding scheme indicated in SOW/TS under normal & fault
conditions Phase to Phase & Phase to Ground (sectionalized cross
bonding & single point bonding system) for all types of cable
installations (Direct buried, CDB & HDD)
7
8
Calculation for minor section length selection
Reference Catalogue for selected SVL
Signed, dated, and stamped Compliance statement (01-TMSS-01)
with no deviations for selected SVL
Signed, dated, and stamped Manufacturer’s responsibility
statements for selected SVL
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Manufacturer’s recommendations
4
5
6
Standards which are required to be considered but not limited to mentioned below
12
13
14
15
16
IEEE 575
Electra (28)
Electra (47)
Electra (128)
CIGRE Brochure (283)
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
44 – CABLE METTALIC SHEATH SIZING & FAULT CURRENT WITHSTAND
CAPABILTY
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
Design Calculation for Cable Metallic Sheath Sizing based on
short circuit current of 40 kA for 1 second
Formula/References considered in the calculation
1
2
3
4
5
Parameters/assumptions considered in the calculation
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
6
Post-bid clarifications of project
7
Tender drawings requirements of project
8
Manufacturer’s recommendations
Standards which are required to be considered but not limited to mentioned below
9
10
11
11-TMSS-02
ICEA P-45-482
IEC-60949 (Calculation of thermally permissible short-circuit)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
45 – GROUNDING/BONDING CABLE SIZING CALCULATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
Grounding/Bonding Cable cross-section Sizing Calculation for
ultimate fault current (40kA for 1 second)
Formula/References considered in the calculation
1
2
3
4
5
Parameters/assumptions considered in the calculation
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
6
Post-bid clarifications of project
7
Tender drawings requirements of project
8
Manufacturer’s recommendations
Standards which are required to be considered but not limited to mentioned below
9
10
11
12
11-TMSS-12
TES-P-104.08
ICEA P-45-482
IEC 60949
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
46 – CALCULATION FOR NON-LINEAR RESISTANCE FOR GIS TERMINATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
1
Non-linear resistance sizing calculations
2
Formula/References considered in the calculation
3
4
7
8
Parameters/assumptions considered in the calculation
Reference Catalogue for selected Non-linear Resistor
Signed, dated, and stamped Compliance statement (01-TMSS-01)
with no deviations for selected Non-linear Resistor
Signed, dated, and stamped Manufacturer’s responsibility
statements for selected Non-linear Resistor
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Manufacturer’s recommendations
5
6
Standards which are required to be considered but not limited to mentioned below
12
13
14
TES-P-119.41
12-TMSS-10
12-TMSS-11
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
47 – CIRCULATING CURRENT CALCULATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
1
Approved Technical Data Schedule for Power Cable specifications
2
Approved Cable Ampacity calculations
3
Approved Induced voltage calculation
4
5
6
Circulating current calculations
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
Manufacturer’s recommendations
Standards which are required to be considered but not limited to mentioned below
10
11
TES-P-104.08
IEC-60287
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
48 – CABLE PULLING TENSION & SIDEWALL PRESSURE CALCULATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
Cable Pulling Tensions and Sidewall Pressure Calculations with
consideration of pulling from whichever direction that minimize
the pulling tensions and sidewall pressures
Approved Technical Submittal for HV Cables
1
2
5
6
Approved proposed Cable Route
Drawing for Each Minor Section with shown cable’s length and
bending angles
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
Manufacturer’s recommendations
3
4
Standards which are required to be considered but not limited to mentioned below
10
11
TES-P-104.05
TCS-P-104.06
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
49 – Ventilation System Design & Calculation for Power Cable to be laid in Tunnel
(Calculations)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main calculation sheets
1
Calculation for Air Volume Flow Rate by Number Air Changes
Method (ACH) and by Heat Balance Method
2
Design Basis
3
Design Parameters
4
External Static Pressure Calculation (If Required)
5
6
7
References
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
8
Post-bid clarifications of project
9
Tender drawings requirements of project
10
Manufacturer’s Catalogues
Standards which are required to be considered but not limited to mentioned below
11
TES-K-100.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
50 – Calculation for Cable Tray (Cable Support) (Loading Calculation for Cable
Trays & Support)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main calculation sheets
1
Calculation of weight/load of cables on the cable trays/supports
to justify load bearing capability
2
Calculation of filling capacities if required
3
4
5
Calculation of deflection of cable Trays/supports
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
6
Post-bid clarifications of project
7
Tender drawings requirements of project
8
Approved cable tray/support layout
9
Manufacturer’s Catalogues
Standards which are required to be considered but not limited to mentioned below
10
11
24-TMSS-01
TES-P-104.05
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
51 – Plumbing System of Tunnel (If Required) (Calculations)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main calculation sheets
1
Pipe sizing calculation
2
Total Dynamic Head Calculation for submersible pump selection
3
References
4
5
6
Plumbing Drawings ( Including isometric & Sectional Details)
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
Manufacturer’s Catalogues
Standards which are required to be considered but not limited to mentioned below
10
TES-P-119.19
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
52 – DESIGN CALCULATIONS AND DRAWINGS FOR LINK BOX FOUNDATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Soil Investigation Report.
2
3
4
Approved Technical Submittal for link box
Design Analysis & Calculation of link box foundation
Structural drawings & Fixing connection details
5
6
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
10
11
Manufacturer’s recommendations
Soil Investigation Report
Technical Submittal for link box
Standards which are required to be considered but not limited to mentioned below
12
13
14
TES-P-119.19
TA-800141
TA-800142
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
53 – DESIGN CALCULATIONS AND DRAWINGS FOR DUCT BANKS IN TRAFFIC
AREAS AND ROAD CROSSINGS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Soil Investigation Report.
2
Approved Key plan of Power cables Route
3
Approved Plan & profile details
4
Design Analysis & Calculation
5
Structural drawings with reinforcement details
Documents which are required to be considered
6
PTS of project
7
Pre-bid clarifications of project
8
Post-bid clarifications of project
9
Tender drawings requirements of project
10
Soil Investigation Report
11
Key plan of Power cables Route
12
Plan & profile details
13
Manufacturer’s recommendations
Standards which are required to be considered but not limited to mentioned below
14
TES-P-119.19
15
TA-800062
16
TA-800140
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
54 – DESIGN CALCULATIONS AND DRAWINGS FOR HANDHOLES/MANHOLES
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Soil Investigation Report.
2
Approved Key plan of Power cables Route
3
4
5
Approved Plan & profile details
Design Calculation for hand holes/manholes
Drawings for plan, sections & reinforcement details
6
7
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
8
Post-bid clarifications of project
9
Soil Investigation Report
10
Key plan for Power Cable Route
Standards which are required to be considered but not limited to mentioned below
11
12
13
14
15
16
TES-P-119.19
TA-800096
TA-800097
TA-800098
TA-800140
TB-800077
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
55 – DESIGN CALCULATION AND DRAWINGS FOR CSE STEEL SUPPORTING
STRUCTURE
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Equipment- Cable Sealing End (CSE)
2
Approved Key plan of Power cables Route
3
4
5
6
Approved Plan & profile details
Approved transition Area layout
Design Calculations of Steel support Structure
Structural drawings for steel support structure
7
8
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Manufacturer's Recommendation
11
Key plan of Power cables Route
12
Plan & profile drawing and details
13
Transition Area layout
Standards which are required to be considered but not limited to mentioned below
14
15
16
TES-P-119.09
TES-P-119.19
TES-P-122.05
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
56 – DESIGN CALCULATIONS AND DRAWINGS FOR CSE FOUNDATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Equipment- Cable Sealing End (CSE)
2
Approved Key plan of Power cables Route
3
Approved Plan & profile details
4
Approved transition Area layout
6
Approved Design Calculations of Steel support Structure for CSE
& drawings
Approved Soil Investigation Report
7
Design Calculations for foundation for CSE
8
Foundation drawings with reinforcement details
9
Site Grading and Paving Plan for Transition area approval Copy
5
Documents which are required to be considered
10
PTS of project
11
Pre-bid clarifications of project
12
Post-bid clarifications of project
13
Key Plan for Power Cable Route
14
Plan and Profile Drawings and Details
15
Transition Area Layout
16
Design Calculations for CSE support structure
17
Design calculations and drawings of foundations of any other
relevant out door structure in transition area.
18
Site Grading and Paving Plan for Transition area.
19
Soil Investigation Report
Standards which are required to be considered but not limited to mentioned below
20
21
TES-P-119.18
TES-P-122.06
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
57 – DESIGN CALCULATIONS AND DRAWINGS OF CABLE TRENCH AND PRECAST
CONCRETE COVER
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key plan of Power cables Route
2
Approved Plan & profile details
3
Approved transition Area layout
4
Approved Soil Investigation Report
5
Design Calculations for cable trench and precast cover
6
7
Drawings for cable trench and precast cover with reinforcement
details
Site Grading and Paving Plan for Transition area approval Copy.
Documents which are required to be considered
8
PTS of project
9
Pre-bid clarifications of project
10
Post-bid clarifications of project
11
Key Plan for Power Cable Route
12
Transition Area Layout
13
Site Grading and Paving Plan for Transition area.
14
Soil Investigation Report
Standards which are required to be considered but not limited to mentioned below
15
TES-P-119.19
16
TCS-P-104.03
17
TA-800140
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
58 – CRASH BARRIER
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key plan of Power cables Route
2
5
6
Approved Plan & profile details
Drawings showing the details (pipe detail, foundation detail for
steel pipe crash barrier, paint detail) of the crash barriers.
Approved Drawings/list showing location and type of crash
barriers along the transmission line route.
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Key Plan for Power Cable Route
Drawings / list showing location and type of crash barriers along
the transmission line route.
3
4
9
Standards which are required to be considered but not limited to mentioned below
10
11
TA-800133
TES-H-107.01
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
59 – DESIGN CALCULATION AND DRAWINGS FOR CABLE TUNNEL
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key plan of Power cables Route
2
Approved Plan & profile details
3
6
7
8
Approved Layout for transition Area
Design Calculations for Cable Tunnel
Drawings for cable tunnel
Plan, sections & details of
reinforcement
Soil Investigation Report Approval Copy
Key Plan and Electrical Layout of the Cable Tunnel Approval Copy.
Mechanical and Plumbing Design of Cable Tunnel Approval Copy.
9
10
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
11
Post-bid clarifications of project
12
Key Plan for Power Cable Route
13
Soil Investigation Report
4
5
Standards which are required to be considered but not limited to mentioned below
14
15
TES-P-119.19
TCS-Q-113.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
60 – SCHEME DRAWING & BONDING
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
2
3-Phase Schematic drawing showing the transposition of power
cable & bonding/grounding arrangement of power cable sheath,
details of minor and major sections of the cross bonded/single
point bonded scheme. Details of the induced voltage for every
major and minor section during steady state & transient
condition.
Approved Induced Sheath Voltage calculations
3
4
Approved Calculation for minor section length selection
Approved Key plan of Power cables Route
5
6
Documents which are required to be considered
PTS of project
Manufacturer’s recommendations
1
Standards which are required to be considered but not limited to mentioned below
7
8
9
10
11
TES-P-104.08
IEEE 575
Electra (28) & Electra (47)
Electra (128)
CIGRE Brochure (283)
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cables Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
61 – LINKBOX LOCATIONS PLAN, SECTIONS AND DETAILS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal shall contain the following
2
Complete route drawing showing locations of link boxes with
necessary sections and details of installing the link box
underground/above ground
Approved Cable Sagging/Snaking & Joint Bay Details
3
4
Approved Cable Sheath Bonding Scheme
Approved Key plan of Power cables Route
1
Documents which are required to be considered
5
6
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Manufacturer’s recommendations
Standards which are required to be considered but not limited to mentioned below
9
TES-P-104.08
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cables Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
62 – BORE HOLE LOCATION PLAN AND METHOD STATEMENT FOR SOIL
INVESTIGATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Key plan of Power cables Route
2
4
5
Approved Plan & profile details
Bore hole location Drawings and Method Statement for soil
investigation
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
6
Post-bid clarifications of project
3
Standards which are required to be considered but not limited to mentioned below
7
8
TES-P-119.19
TCS-Q-113.02
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
63 – GENERAL CIVIL/STRUCTURAL NOTES (SPECIFICATIONS OF CONCRETE,
STEEL REINFORCEMENTS, FORMWORK, EARTHWORK ETC.)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
General Civil/Structural Notes (Specification of Concrete, Steel
Reinforcement, Formwork, Earthwork etc.)
2
Civil Design Philosophy approval copy.
3
Concrete Mix Design approval copy
4
Soil Investigation Report Approval Copy
Documents which are required to be considered
5
PTS of project
6
Civil Design Philosophy.
7
Concrete Mix Design.
8
Soil Investigation Report.
Standards which are required to be considered but not limited to mentioned below
9
TES-P-119.19
10
TCS-Q-113.02
11
TCS-Q-113.03
12
70-TMSS-03
13
01-TMSS-01
14
TES-P-119.18
15
TCS-P-122.05
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV UNDERGROUND CABLE PROJECTS
BY SIGNING BELOW:
1-Contractor grantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Underground Cable Projects, Rev. 00
E&DD © 2019
Page 2 of 2
HV TRANSITION AREA CHECK LIST
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
1 –Technical Submittal for Conductor
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Cross Sectional drawing of Conductor
2
Drawing of the drum
3
4
Submittal will contain following main documents:
Technical Data schedule
Manufacturer responsibility Statement
5
Material Compliance statements for the applicable standards
6
Type test report/Certificate.
7
8
9
10
11
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
12
01-TMSS-01, latest Revision. (General Requirements of Material)
13
10-TMSS-01, latest Revision. (Bare Conductors)
10-TMSS-06, latest Revision. ( Heat Resistant Aluminum Alloy
Conductors)
14
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
2-Technical Submittal for Take-off/gantry Material
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Approved gantry design / outline drawings
2
Shop and Erection drawings of gantry structure
6
7
Submittal will contain following main documents:
Technical Data schedule
Manufacturer responsibility statement
Material compliance statements for the applicable standards
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
8
Post-bid clarifications of project
9
Tender drawings requirements of project
10
Additional Requirements (if any)
3
4
5
Standards which are required to be considered but not limited to mentioned below:
11
12
13
14
15
01-TMSS-01, latest Revision. (General Requirements of Material)
20-TMSS-01, latest Revision. ( Steel Structures)
TES-P-122.05 (part I &II), latest revision. (Transmission Line
Structures)
TES-P-119.08 latest revision, (Clearances)
TES-P-119.09 latest revision, (Bus bars & Support Structures)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
3 –Technical Submittal for Insulators
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Technical drawings of Insulator
Submittal will contain following main documents:
2
Technical Data schedule
3
4
5
Manufacturer responsibility statement
Material compliance statements for the applicable standards
Type test report/Certificate.
Documents which are required to be considered:
6
PTS of project
7
8
9
10
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
11
12
13
14
15
16
17
01-TMSS-01, latest Revision. (General Requirements of Material)
15-TMSS-01, latest Revision. (Post Insulator)
15-TMSS-02, latest Revision. (Suspension Insulator)
15-TMSS-03, latest Revision. ( Horizontal Post Insulator)
15-TMSS-04, latest Revision. (Porcelain Long Rod Insulator)
15-TMSS-05, latest Revision. (Composite Insulator)
15-TMSS-06, latest Revision. (Composite Station Post Insulator)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<Contractor’s Name>
<NG Project Representative>
<Project Manager’s Name>
<Project Manager’s Name>
Signature & Stamp
Signature
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
4 –Technical Submittal for Insulator String Fittings, Vibration Dampers and
Hardware Assembly Details
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
Detail Hardware Assembly drawings for insulator strings.
2
Detail drawings of all fittings and its parts.
Submittal will contain following main documents:
3
Technical Data schedule
4
Manufacturer responsibility statement
5
Material compliance statement for the applicable standards
6
Type test report/Certificate.
Documents which are required to be considered:
7
PTS of project
8
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below
12
01-TMSS-01, latest Revision. (General Requirements of Material)
13
12-TMSS-01, latest Revision. (Line Hardware)
12-TMSS-02, latest Revision. (Compression Type Connectors for
OHTL)
TES-P-122.04, latest Revision. (Line Hardware and fittings for
Conductor & OPGW)
14
15
16
17
TCS-P-122.07, latest Revision. (Conductor & OGW Installation).
TCS-P-122.21, latest Revision. (Transmission Line Structure
Details).
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature & Stamp
Signature
Rev No.
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
5 – Technical Submittal for OPGW Fittings ,Vibration Dampers & Hardware
Assembly Details
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
Detail Hardware Assembly drawings for insulator strings.
2
Detail drawings of all fittings and its parts.
Submittal will contain following main documents:
3
Technical Data schedule
4
Manufacturer responsibility statement
5
Material compliance statement for the applicable standards
6
Type test report/Certificate.
Documents which are required to be considered:
7
PTS of project
8
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
12
13
14
15
16
17
01-TMSS-01, latest Revision. (General Requirements of Material)
12-TMSS-01, latest Revision. (Line Hardware)
12-TMSS-02, latest Revision. (Compression Type Connectors for
OHTL)
TES-P-122.04, latest Revision. (Line Hardware and fittings for
Conductor & OPGW)
TCS-P-122.08, latest Revision. (OPGW Installation).
TCS-P-122.21, latest Revision. (Transmission Line Structure
Details).
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
6 – Technical Submittal for Connectors
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Detail drawings of Connectors.
Submittal will contain following main documents:
2
3
4
5
Technical Data schedule
Manufacturer responsibility statement
Material compliance statement for the applicable standards
Type test report/Certificate.
6
7
8
9
10
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
11
12
13
14
01-TMSS-01, latest Revision. (General Requirements of Material)
12-TMSS-02, latest Revision. (Compression Type Connectors for
OHTL)
TES-P-122.04, latest Revision. (Line Hardware and fittings for
Conductor & OPGW)
TCS-P-122.21, latest Revision. (Transmission Line Structure
Details).
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
7 –Technical Submittal for OPGW
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Cross Sectional drawing of OPGW
2
Drawing of the drum
Submittal will contain following main documents:
3
4
5
6
Technical Data schedule
Manufacturer responsibility Statement
Material Compliance statements for the applicable standards
Type test report/Certificate.
7
8
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
12
13
01-TMSS-01, latest Revision. (General Requirements of Material)
10-TMSS-04, latest Revision. (Optical Power Ground Wire)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
8 –Technical Submittal for Grounding Materials (including Grounding Conductor &
Grounding Rod)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Cross Sectional drawing of Conductor
2
Drawing of the drum
3
Detailed drawing of grounding rod
Submittal will contain following main documents:
4
5
6
7
Technical Data schedule
Manufacturer responsibility
Material compliance statement for the applicable standards
Type test report/Certificate.
8
9
10
11
12
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
13
14
15
01-TMSS-01, latest Revision. (General Requirements of Material)
10-TMSS-05, latest Revision. (Grounding conductor & Rod)
TES-P-122.04, latest revision. (Line Hardware)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
9 –Technical submittal for Surge arrestor
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets:
1
Detailed drawing of Surge Arrestor
Submittal will contain following main documents:
2
3
4
5
Technical Data schedule
Manufacturer responsibility
Material compliance statement for the applicable standards
Type test report/Certificate.
6
7
8
9
10
Documents which are required to be considered:
PTS of project
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
11
12
13
01-TMSS-01, latest Revision. (General Requirements of Material)
35-TMSS-01, latest Revision. (Surge Protection Device)
TES-P-122-01-R1 (Basic Design Requirements).
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
10 –Capacitor Voltage Transformer
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
INCLUDED
S.N.
DESCRIPTION
REMARKS
YES
N/A
NO
Submittal will contain following main drawing sheets:
1
Sectional views along with dimensions
2
Core Details, Rating Plates, Terminal Box, Terminal Drawing
3
Grounding Terminal Drawing
4
PT secondary terminal box
Submittal will contain following main documents:
5
Technical Data schedule
6
Manufacturer responsibility statement
7
Manufacturer’s Technical Catalogue
8
PT sizing calculations
9
Material compliance statements for the applicable standards
10
Type test report/Certificate.
Documents which are required to be considered:
11
PTS of project
12
Pre-bid clarifications of project
13
Post-bid clarifications of project
14
Tender drawings requirements of project
15
Additional Requirements (if any)
Standards which are required to be considered in general but not limited to mentioned below:
16
17
01-TMSS-01, latest Revision. (General Requirements of
Material)
50-TMSS-02 latest revision (Capacitor Voltage Transformer)
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
11 –Free Standing Current Transformer
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
INCLUDED
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
Sectional views along with dimensions
2
Core Details, Rating Plates, Terminal Box, Terminal Drawing
3
Grounding Terminal & pad Drawing
4
CT secondary terminal box
Submittal will contain following main documents:
5
Technical Data schedule
6
Manufacturer responsibility statement
7
Manufacturer’s Technical Catalogue
8
CT sizing calculations
9
Material compliance statements for the applicable standards
10
Type test report/Certificate.
Documents which are required to consider:
11
PTS of project
12
Pre-bid clarifications of project
13
Post-bid clarifications of project
14
Tender drawings requirements of project
15
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below:
16
17
01-TMSS-01, latest Revision. (General Requirements of
Material)
50-TMSS-02 latest revision (Current Transformer)
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
12 – BACKFILL MATERIALS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
2
3
4
Approved Soil Investigation Report
Approved Transition Area Layout
Approved Site Grading and Paving Plan
Backfill Material Details including test reports
5
6
Documents which are required to be considered
PTS of project
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below
10
TCS-Q-113.02
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
13 – TERMINAL COMPOUND GROUNDING CALCULATIONS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
2
3
Approved Electrical Layout, plan, section drawing of Equipment
Arrangement and Details of fence.
Approved Terminal Compound Grounding Area Layout
Approved Layout and Details of Access Road, structure Pads and
Access Road warning signs
Submittal will contain following main Documents:
4
Approved Bare copper conductor and Grounding Rods
5
Approved Geotechnical Soil Resistivity Report
6
Terminal Compound Grounding Calculations
Documents which are required to consider for terminal compound grounding calculations:
7
PTS of project
8
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below:
12
SEED-II (SEC Engineering Drawings Standard)
13
01-TMSS-01-R3 (general Requirements of Material)
14
10-TMSS-05-R1 (Bare, Copper-clad Steel Grounding Conductor and
Ground Rod)
15
TCS-P-119-02-R0 (Terminal Compound Arrangement)
16
TES-P-119-10-R0 (Grounding)
17
IEEE-80
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
14- Design Calculations and Design Drawings/Outline Drawing for Take-off Gantry
Structure at Transition Area
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
Design Drawings / Outline Drawings
2
Clearance Drawings
Submittal will contain following main documents:
3
Approved material of Conductor, OPGW, Spacer & Stock Bridge
Dampers, Line Hardware, Warning system etc.
4
Approved Sag & Tension Calculations
5
Shielding Calculations
6
Mid Span clearance calculations
7
Outage rate calculations
8
Hardware assembly clearance calculations
9
Load Calculations on different load conditions with overload
factors
10
Load Cases
11
Loading Trees
12
Software output results of all the loading cases
Documents which are required to be considered:
13
PTS of project
14
Pre-bid clarifications of project
15
Post-bid clarifications of project
16
Tender drawings requirements of project
17
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below
18
SEED-II (SEC Engineering Drawings Standard)
19
01-TMSS-01-R3 (General Requirements of Material)
20
20-TMSS-01&2-R1 (Steel Towers, Steel Poles, Tapered, Tubular
for Transmission Lines).
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
S.N.
21
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
TES-P-122-01-R1 (Basic Design Requirements).
22
TES-P-122-05 Part-I&II-R1 (Transmission line structure Part-I&II,
Steel Towers & Steel Poles)
23
TES-P-122.09 latest revision, (Clearances & R.O.W Requirements)
24
TES-P-119.08-R0, (Clearances)
25
TES-P-119.09-R1, (Bus bars & Support Structures)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
15 – DESIGN CALCULATION OF FOUNDATION OF TAKE-OFF GANTRY
STRUCTURE
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
2
3
Design Calculations of foundations of Take-off/gantry structures.
Drawings showing details of foundations of Take-off/ Gantry
Structures.
Design Calculation of Take-off/gantry structure at transition Area
approval copy.
4
Transition Area Layout approval copy.
5
Transmission Line Route Plan approval copy.
6
Plan and Profile with Spotted Structures approval copy.
7
Site Grading and Paving Plan for Transition area approval copy.
8
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
9
10
11
12
13
14
15
16
17
18
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Transmission Line Route Plan
Plan and Profile with Spotted Structures
Transition Area Layout
Site Grading and Paving Plan for Transition area.
Geotechnical Investigation Report
Design Calculations and Drawings For Take-off/gantry structure.
.
Standards which are required to be considered but not limited to mentioned below.
19
20
21
22
TES-P-119.09
TES-P-122.05
TES-P-122.06
TCS-P-122.05
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
16 – DESIGN CALCULATIONS AND DRAWINGS OF RETAINING WALL FOR
PRECAST BOUNDARY WALL (IF REQUIRED)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of Retaining Wall and its foundation.
2
Drawings showing details of Retaining Wall and its foundation.
3
4
5
Design calculations and drawings of foundations of Takeoff/gantry structures approval copy.
Design calculations and drawings for CSE & SA foundations or any
other relevant outdoor structure approval copy.
Design calculation and drawings for precast boundary wall
approval copy.
6
Transition Area Layout approval copy.
7
Site Grading and Paving Plan for Transition area approval copy.
8
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
9
10
11
12
13
14
15
16
17
18
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Design calculation and drawings for precast boundary wall
Transition Area Layout
Site Grading and Paving Plan for Transition area.
Geotechnical Investigation Report
Design calculations and drawings of foundations of Takeoff/gantry structures
Design calculations and drawings for CSE & SA foundations or any
other relevant outdoor structure.
.
Standards which are required to be considered but not limited to mentioned below.
19
20
TES-P-119.18
TES-P-119.19
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
17 – DESIGN CALCULATIONS AND DRAWINGS FOR PRECAST BOUNDARY
WALL (IF REQUIRED)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of Pre-cast Boundary Wall.
2
Drawings showing details of Pre-cast Boundary Wall (Layout, Panel
Arrangement, Fixing Details, Sections and Elevations)
3
Site Grading and Paving Plan for Transition Area approval copy.
4
Transition Area Layout approval copy.
Documents which are required to be considered.
5
PTS of Project.
6
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Site Grading and Paving Plan for Transition Area.
9
Transition Area Layout
.
Standards which are required to be considered but not limited to mentioned below.
10
TES-P-119.18
11
TES-P-119.19
12
TES-Q-113.01
13
TA-800012
14
TD-800007
15
TD-800008
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
18 – DESIGN CALCULATIONS AND DRAWINGS FOR HANDHOLES/MANHOLES
INSIDE TRANSITION AREA
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of Hand holes and Manholes (if required)
2
Drawings showing details of Hand holes and Manholes.
3
Transition Area Layout approval copy.
4
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
5
PTS of Project.
6
7
8
9
Pre-bid clarifications of project.
Post-bid clarifications of project.
Transition Area Layout.
Geotechnical Investigation Report.
.
Standards which are required to be considered but not limited to mentioned below.
10
11
12
13
14
15
16
17
TES-P-119.18
TES-P-119.19
TA-800096
TA-800097
TA-800098
TA-800140
TB-800076
TB-800077
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
19 – DESIGN CALCULATIONS AND DRAWINGS FOR CSE & SA STEEL
SUPPORTING STRUCTURE
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of CSE & SA Steel Supporting Structures
2
Drawings showing details of CSE & SA Steel Supporting Structures
3
Technical Submittals for CSE & SA approval copies.
4
Transition Area Layout approval copy.
Documents which are required to be considered.
5
6
7
8
9
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Technical Submittals for CSE & SA.
Transition Area Layout.
.
Standards which are required to be considered but not limited to mentioned below.
10
11
12
TES-P-119.09
TES-P-119.19
TES-P-122.05
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
20– Design Calculations and Drawings of Cable Trench and Precast Concrete
Cover
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of Cable Trench and Precast Concrete Cover.
2
Drawings showing details of Cable Trench and Precast Concrete
Cover.
3
Transition Area Layout approval copy.
4
Design Calculations and Drawings for hand holes manholes inside
transition area approval copy.
5
Site Grading and Paving Plan for Transition area approval copy.
6
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
7
PTS of Project.
8
9
Pre-bid clarifications of project.
Post-bid clarifications of project.
10
Transition Area Layout.
Design Calculations and Drawings for hand holes manholes inside
transition area.
Geotechnical Investigation Report.
11
12
.
Standards which are required to be considered but not limited to mentioned below.
13
14
15
16
17
18
19
20
TES-P-119.18
TES-P-119.19
TA-800096
TA-800097
TA-800098
TA-800140
TB-800076
TB-800077
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
21 – DESIGN CALCULATIONS AND DRAWINGS FOR CSE & SA FOUNDATIONS
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of CSE & SA Foundations.
2
Drawings showing details of CSE & SA Foundations.
3
Design Calculation and Drawings for CSE & SA Steel Supporting
Structure approval copies.
4
Transition Area Layout approval copy.
5
6
7
Design Calculation and Drawings of foundations of Take-off/
gantry structure approval copy.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists) approval copy.
Design calculations and drawings of foundations of any other
relevant out door structure in transition area approval copy.
8
Site Grading and Paving Plan for Transition area approval copy.
9
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
10
11
12
13
14
15
16
17
18
19
20
21
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Design Calculations and Drawings of CSE & SA Steel Supporting
Structures.
Transition Area Layout
Design Calculation and Drawings of foundations of Take-off/
gantry structure.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists).
Design calculations and drawings of foundations of any other
relevant out door structure in transition area.
Transition Area Layout
Site Grading and Paving Plan for Transition area.
Geotechnical Investigation Report.
.
Standards which are required to be considered but not limited to mentioned below.
22
23
TES-P-122.06
TES-P-119.18
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
22 – STEEL SUPPORT STRUCTURE DESIGN CALCULATIONS AND DETAIL
DRAWINGS FOR CURRENT TRANSFORMER (CT)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of CT Steel Support Structure
2
Drawings showing details of CT Steel Support Structure
3
Technical Submittal for CT approval copy.
4
Transition Area Layout approval copy.
Documents which are required to be considered.
5
6
7
8
9
10
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Transition Area Layout
Technical Submittal for CT.
.
Standards which are required to be considered but not limited to mentioned below.
11
12
TES-P-119.09
TES-P-122.05
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
23 – DESIGN CALCULATIONS AND DETAIL DRAWINGS OF CURRENT
TRANSFORMER (CT) FOUNDATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of CT Foundation.
2
Drawings showing details of CT Foundation.
3
Design Calculation and Drawings for CT Steel Support Structure
approval copy.
4
Transition Area Layout approval copy.
5
6
7
Design Calculation and Drawings of foundations of Take-off/
gantry structure approval copy.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists) approval copy.
Design calculations and drawings of foundations of CSE & SA or
any other relevant out door structure in transition area approval
copy.
8
Site Grading and Paving Plan for Transition area approval copy.
9
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
10
11
12
13
14
15
16
17
18
19
20
21
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Design Calculations and Drawings of CT Steel Support Structure.
Transition Area Layout
Design Calculation and Drawings of foundations of Take-off/
gantry structure.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists).
Design calculations and drawings of foundations of CSE & SA or
any other relevant out door structure in transition area.
Transition Area Layout
Site Grading and Paving Plan for Transition area.
Geotechnical Investigation Report.
.
Standards which are required to be considered but not limited to mentioned below.
22
23
TES-P-119.09
TES-P-119.18
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
S.N.
24
25
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
TES-P-122.05
TES-P-122.06
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this check list, otherwise, Contractor is responsible to
do all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
24 – STEEL SUPPORT STRUCTURE DESIGN CALCULATIONS AND DETAIL
DRAWINGS FOR VOLTAGE TRANSFORMER (VT)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of VT Steel Support Structure
2
Drawings showing details of VT Steel Support Structure
3
Technical Submittal for VT approval copy.
4
Transition Area Layout approval copy.
Documents which are required to be considered.
5
6
7
8
9
10
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Transition Area Layout
Technical Submittal for VT.
.
Standards which are required to be considered but not limited to mentioned below.
11
12
TES-P-119.09
TES-P-122.05
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
25 – DESIGN CALCULATIONS AND DETAIL DRAWINGS OF VOLTAGE
TRANSFORMER (VT) FOUNDATION
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of VT Foundation.
2
Drawings showing details of VT Foundation.
3
Design Calculation and Drawings for VT Steel Support Structure
approval copy.
4
Transition Area Layout approval copy.
5
6
7
Design Calculation and Drawings of foundations of Take-off/
gantry structure approval copy.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists) approval copy.
Design calculations and drawings of foundations of CSE & SA or
any other relevant out door structure in transition area approval
copy.
8
Site Grading and Paving Plan for Transition area approval copy.
9
Geotechnical Investigation Report approval copy.
Documents which are required to be considered.
10
11
12
13
14
15
16
17
18
19
20
21
PTS of Project.
Pre-bid clarifications of project
Post-bid clarifications of project
Tender drawings requirements of project
Design Calculations and Drawings of VT Steel Support Structure.
Transition Area Layout
Design Calculation and Drawings of foundations of Take-off/
gantry structure.
Design calculations and drawings of retaining wall for precast
boundary wall (if it exists).
Design calculations and drawings of foundations of CSE & SA or
any other relevant out door structure in transition area.
Transition Area Layout
Site Grading and Paving Plan for Transition area.
Geotechnical Investigation Report.
.
Standards which are required to be considered but not limited to mentioned below.
22
23
TES-P-119.09
TES-P-119.18
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
S.N.
24
25
INCLUDED
YES N/A
NO
DESCRIPTION
REMARKS
TES-P-122.05
TES-P-122.06
BY SIGNING BELOW:
1. Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
26 – Design of Cable Supports
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES N/A
NO
REMARKS
Submittal will contain following Drawing sheets and Calculations.
1
Design Calculations of Cable Supports.
2
Drawings showing details of Cable Supports.
3
Technical Submittal for Cables approval copies.
3
Plan and Profile of Cables approval copy.
4
Transition Area Layout approval copy.
Documents which are required to be considered.
5
PTS of Project.
6
Pre-bid clarifications of project
7
Post-bid clarifications of project
8
Tender drawings requirements of project
9
Transition Area Layout
10
Technical Submittal for Cables
11
Plan and Profile of Cables
.
Standards which are required to be considered but not limited to mentioned below.
12
23-TMSS-01
13
23-TMSS-04
14
24-TMSS-01
15
TES-P-104.05
16
TES-P-119.20
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1. Contractor grantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do
all required modifications without changing submittal’s revision number.
2. Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3. Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
Rev No.
0
1
2
<NG Project Representative>
<Project Manager’s Name>
<Contractor’s Name>
<Project Manager’s Name>
Signature
Signature & Stamp
Submission Date
Releasing Date
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
27 –Terminal Compound Grounding Layout Drawings
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
INCLUDED
S.N.
DESCRIPTION
REMARKS
YES
N/A
NO
Submittal will contain following main drawing sheets:
1
Approved Transmission Line overall route plan
2
Approved Plan & Profile
3
Approved Foundation design
4
Submission of grounding Layout Drawings of Terminal
Compound.
Submittal will contain following main documents:
5
Approved Technical Material for grounding
6
Approved Terminal grounding calculations
Documents which are required to be considered:
7
PTS of project
8
Pre-bid clarifications of project
8
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below:
12
SEED-II (SEC Engineering Drawings Standard)
13
01-TMSS-01, latest Revision. (General Requirements of Material)
14
10-TMSS-05 latest revision, (Grounding Conductor & rod)
15
TES-P-122.10 latest revision, (TL Grounding)
16
TES-P-119.10 latest revision, (Grounding)
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
28 – Layout, Plan, Section and Details of Fence
(Transition Area)
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
2
3
4
Approved Transition area layout drawings
Approved site grading and paving plan Drawings of transition
area
Hard copy & soft copy of transition area fence design calculations
(crash barrier/ chain-link/ etc.)
Hard copy & soft copy of transition area fence layout plan,
sectional details elevation and rebar detail drawing.
Documents which are required to be considered
5
Transition Area Layout
6
Site grading and paving plan Drawings of transition area
Standards which are required to be considered but not limited to mentioned below
7
8
9
10
TA-800113 chain-link boundary fence
Scope of work and technical specification
70-TMSS-02
TES-S-101.1-12
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
29 – Drive/Personnel Gate Plan, Section and Connection Details of Fence
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Approved Transition area layout drawings
2
Approved transition area fence layout plan, elevation.
Hard copy and soft copy of drive & personnel gates plan, section,
elevation, details of gate parts and rebar detail of connection
columns drawings
Design calculation and drawings for precast boundary wall (if
required)
Documents which are required to be considered
Approved site grading and paving plan Drawings of transition
area
Approved Layout, Plan, Section and Details of Fence
Approved Design calculation and drawings for precast boundary
wall (if required)
3
4
5
6
7
Standards which are required to be considered but not limited to mentioned below
8
9
10
11
Scope of work and technical specification
TES-S-101-06/07 safety and security of gates
TA-800113 chain-link boundary fence
70-TMSS-02
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
30 – Site Grading and Paving Plan for Transition Area
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
1
2
3
4
5
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
Approved Transition area layout drawings
Hard and soft copy of topographic survey including contour line,
levels and elevations for the proposed transition area and the
surrounding roads and area.
Hard and soft copy of drawing with layout plan showing inside
finished grade and outside ground levels, road levels of
surroundings, slopes, paving details, sections, equipment area
sections, fence and storm drainage. Proposed FFL.
Documents which are required to be considered
PTS of project
Transition Area Layout
Standards which are required to be considered but not limited to mentioned below
6
7
Scope of work and technical specification
TCS-P-119.02
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 1 of 1
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
31-Transition Area Layout
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
INCLUDED
S.N.
DESCRIPTION
REMARKS
YES
N/A
NO
Submittal will contain following main drawing sheets:
1
Approved Route Plan
2
Approved Plan and Profile
3
Approved Takeoff / Gantry Structure Design / Outline drawings
4
Approved structure drawings for Cable Sealing End and Surge
Arrestor
Submittal will contain following main documents;
5
6
Approved grounding Calculations
Approved Material (Conductor, OPGW, Grounding Material,
Hardware and fittings, etc.)
Documents which are required to be considered:
7
PTS of project
8
Pre-bid clarifications of project
9
Post-bid clarifications of project
10
Tender drawings requirements of project
11
Additional Requirements (if any)
Standards which are required to be considered but not limited to mentioned below
12
SEED-II (SEC Engineering Drawings Standard)
13
01-TMSS-01, latest Revision. (General Requirements of Material)
14
70-TMSS-02, Latest Revision (Chain Link Fence)
15
TCS-P-119.02, latest Revision(
16
TES-S-101-112, latest Revision ( Safety & Security Standards)
17
TES-P-119.10 latest revision, (Grounding)
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
32 - Bore hole location plan & Method statement for Soil Investigation
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
INCLUDED
S.N.
DESCRIPTION
REMARKS
YES
N/A
NO
Submittal will contain following main drawing sheets
1
Approved Transition area layout drawings
Hard and soft copy of topographic survey including contour line,
2
levels and elevations for the proposed transition area and the
surrounding roads and area.
3
Proposed Borehole location plan including trail pits, soil electrical
& thermal resistivity measurement points (If any).
Hard and soft copy of soil investigation (Method statement)
guidelines (Mobilization and demobilization, schedule and order
of work for geotechnical exploration and for field load tests,
exploration – (drilling and sampling methods, open excavation
4
and sampling methods, cone penetration test methods (If any),
geophysical methods (If any)), standards for in-situ field testing
and instrumentation, field records, laboratory testing, standards
for laboratory testing, laboratory test records, final bore logs,
density of soils, consistency of soils, cemented overburden
materials, rocks, field notes and records)
Documents which are required to be considered
4
PTS of project for geotechnical investigation work &
recommendations for design
5
Approved plan and profile drawings.
6
Transition Area Layout
Standards which are required to be considered but not limited to mentioned below
7
Scope of work and technical specification
8
TES-P-122.06
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
INCLUDED
S.N.
DESCRIPTION
REMARKS
YES
9
N/A
NO
TCS-Q-113.02
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
33 - Geotechnical Investigation Report
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
DESCRIPTION
INCLUDED
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets
1
Approval of geotechnical investigation agency/consultant.
2
Preliminary Geotechnical Investigation proposal & approval.
3
4
5
6
7
8
9
Hard and soft copy of Scope of work of Geotechnical
Investigation
Hard and soft copy of soil investigation report (general
introduction, scope, summary, scope of work, project
description, site conditions, field investigations, laboratory tests,
subsurface conditions, engineering analysis, recommendations,
and certification.)
Project location map, plan of exploration, logs of explorations,
test data and resulting charts, site geology map, top of rock
contour map, geologic structure map, soils and/or rock crosssections.
Photographs of all rock core recovered as well as site photos.
Recommendations
including
1) Bearing capacities for various types of shallow foundations,
e.g. spread footings, mat, thickened edge slab, etc. Recommend
type best suited for site.
2) Deep foundation capacities; including drilled piers, caissons,
driven piles, etc. Discuss tension, compression and lateral
capacity of foundation system.
3) Estimated foundation settlements or swell.
4) Lateral earth pressures (active, passive, at-rest, etc.).
5) Slope stability, soil and rock.
6) Site development including site preparation and filling.
7) Foundation and subsurface construction excavation.
8) Ground water considerations.
9) Special foundation treatments, e.g. surcharging, unsuitable
material replacement, grouting, etc. if any
10) Recommended elevation/depth for foundations.
11) Recommendations for type of cement in concrete using
chemical analysis tests and company standards.
Documents which are required to be considered
Hardcopy and softcopy of approval of Borehole location plan
including trail pits, soil electrical & thermal resistivity
measurement points (If any).
Approved plan and profile drawings for Transition area
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
S.N.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Standards which are required to be considered but not limited to mentioned below
10
11
12
13
14
Scope of work and technical specification
TES-P-122.06
TCS-Q-113.02
70-TMSS-03
TES-P-122.11
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV TRANSITION AREA Projects, Rev. 00
E&DD © 2019
Page 2 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
34 – GETECHNICAL SOIL RESISTIVITY REPORT
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
CONTRACT NO.
S.N.
DESCRIPTION
YES
N/A
NO
REMARKS
Submittal will contain following main drawing sheets:
1
Approved Key Plan Of OHTL Route
2
Approved Plan & Profile
3
Approved Borehole Locations
Submittal will contain following main Documents:
4
Soil Thermal Resistivity Measurements Report along OHTL
route.
5
Geotechnical Soil Resistivity Report
Documents which are required to consider for terminal compound grounding calculations:
6
PTS of project
7
Pre-bid clarifications of project
8
Post-bid clarifications of project
9
Tender drawings requirements of project
10
Additional Requirements (if any)
Standards which are required to consider in general but not limited to mentioned below:
11
SEED-II (SEC Engineering Drawings Standard)
12
TES-P-122-08-R1 (Survey Guidelines)
13
TES-P-122.10-R0 (Transmission Line Grounding)
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
0
1
2
Submission Date
Signature & Stamp
Releasing Date
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Days taken to Reply by Contractor
Page 1 of 2
TECHNICAL SUBMITTAL’S CHECKLIST
FOR HV TRANSITION AREA PROJECTS
35 – Soil Thermal Resistivity Measurements Report
Filling Date:
/
/
.
PROJECT TILE
PTS NO.
SUBMITTAL CODE
S.N.
CONTRACT NO.
INCLUDED
YES
N/A
NO
DESCRIPTION
REMARKS
Submittal will contain following main drawing sheets
1
Soil thermal resistivity test report signed and stamped by prequalified independent testing agency.
2
3
Documents which are required to be considered
PTS
Approved cable route plan.
4
Approved thermal resistivity test location plan
Standards which are required to be considered but not limited to mentioned below
BY SIGNING BELOW:
1-Contractor guarantees that all submitted documents are as per this checklist, otherwise, Contractor is responsible to do all
required modifications without changing submittal’s revision number.
2-Contractor confirms that complete package of document submittal is stamped and signed by Contractor/Manufacturer.
3-Contractor should clarify and explain in the Remarks column if a particular document submittal is not applicable.
<NG Project Representative>
<Contractor’s Name>
<Project Manager’s Name>
<Project Manager’s Name>
Signature
Rev No.
Submission Date
Signature & Stamp
Releasing Date
Days taken to Reply by Contractor
0
1
2
Technical Submittal’s Checklist For HV Transition Area Projects, Rev. 00
E&DD © 2019
Page 1 of 1
**** END OF SECTION V ****
APPENDIX
IX
TRAINING OF COMPANY PERSONAL
(Not required in this project)
APPENDIX
X
INSTRUCTIONS TO BIDDERS FOR
TECHNICAL PROPOSAL
TENDER XX – XXXXX
RFX No.
40000XXXXX
Project Title
Installation of 110kV UGC for Madinah ISTP 110/13.8KV
Substation in Madinah
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):
Page 1 of 8
Instructions to Bidders for Technical Proposal
TABLE OF CONTENTS
SECTION
PAGE
1.0
PREPARATION OF THE TECHNICAL PROPOSAL
3
2.0
CONTENTS OF TECHNICAL PROPOSAL
4
2.1
2.2
FOLDER I: PROJECT MANAGEMENT
FOLDER II: QUALITY ASSURANCE/QUALITY CONTROL
(QA/QC) PLAN
4
2.3
2.4
FOLDER III: MAJOR EQUIPMENT/MATERIALS
FOLDER IV: PROTECTION REQUIREMENTS
5
6
2.5
2.6
FOLDER V: TELECOMMUNICATION EQUIPMENT/MATERIALS
FOLDER VI: SUBSTATION AUTOMATION SYSTEMS EQUIPMENT
[Not Applicable]
6
FOLDER VII:
7
2.7
TENDER DOCUMENTS (TECHANICAL)
5
6
3.0
CONDITION FOR “MAIN” & “ALTERNATE” EQUIPMENT/MATERIALS
7
4.0
PRE-BID CLARIFICATION.
8
5.0
PURCHASE OF COMPANY STANDARD DOCUMENTS
8
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
ANNEXURE IX
- POWER TRANSFORMER NO-LOAD AND FULL LOAD LOSS
TABLE [Not Applicable]
ANNEXURE X
- SUMMARY OF PROPOSED PROTECTIVE RELAYS.
[Not Applicable]
ANNEXURE XI
- SUMMARY OF PROPOSED SUBSTATION AUTOMATION
SYSTEMS EQUIPMENT. [Not Applicable]
ANNEXURE XII
- COMPLIANCE STATEMENT FOR ATTENDANCE OF
MANUFACTURER REPRESENTATIVES
Page 2 of 8
Instructions to Bidders for Technical Proposal
ANNEXURE XIII
- LIST OF MANUFACTURERS
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
Commercial Proposal deviations (if any) shall be part of Commercial Proposal only
(not Technical Proposal) since this project shall be tendered for one stage bidding.
1.3
Soft copy of the Technical Proposal: The Soft copy of the Technical Proposal shall
be submitted electronically, into the COMPANY Contracting Website (as defined
in Paragraph 5.1 of Instructions to Bidders for Commercial Proposal), consisting of
Seven (7) folders, marked as Folder I, II, III, IV, V, VI and VII . Each folder shall
consist of all the documents mentioned in Sections 2.0 of this document shall
be submitted and arranged in seven (7) Folders as per details given below:
S/N
Folder Title
Folder Number
1
Folder I
PROJECT MANAGEMENT
2
Folder II
QA/QC PLAN
3
Folder III
MAJOR EQUIPMENT/MATERIALS
4
Folder IV
PROTECTION REQUIREMENTS [Not Applicable]
5
Folder V
TELECOMMUNICATION EQUIPMENT/ MATERIALS
6
Folder VI
SUBSTATION AUTOMATION SYSTEMS EQUIPMENT
[Not Applicable]
7
Folder VII
TENDER DOCUMENTS (SOW/TS, Pre-bid Clarifications. etc.)
1.4
Technical Proposal shall be in strict compliance with the Proforma Contract, Scope of
Work and Technical Specifications (SOW/TS), Instructions to Bidders for Commercial
and Technical Proposals and any other instructions to Bidders. No deviation from
SOW/TS or Technical Specifications of Equipment shall be entertained, if any, shall be
furnished in the Compliance Statement for SOW/TS and each TMSS for NG SA review
[any other deviations referred to elsewhere in the documents will not be considered].
1.5
Each page of every document submitted by the Bidder shall bear his signature, date
and stamp.
1.6
No deviation from SOW/TS or Technical Specifications of Equipment shall be
entertained
1.7
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.
1.8
Bidder shall indicate “N/A” against table requirements of Paragraph 1.3, for items not
applicable for the Project.
Page 3 of 8
Instructions to Bidders for Technical Proposal
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:
i.
Bidder shall put his signature/stamp & date for compliance the Overall
Organization Chart as per Annexure I.
ii.
For the complete management of the Project, indicating the names of all
key personnel. Bidders shall propose, as minimum, the personnel
indicated in Annexure - I (Contractor’s Key Personnel). It shall be
submitted to Project Management Department after Contract Award for
approval.
a.
Project Management Team
Bidder shall provide in his technical proposal the minimum Project
Management Team composed of highly educated and professional staff,
as indicated in Annexure I, to manage and complete the project as per
schedule.
b.
Construction Staff
CONTRACTOR shall provide a complete Construction Staff as per SITE
Requirements of this CONTRACT.
2.1.2 Time Scaled Bar Chart Schedule (Gantt Chart):
a.
Bidder shall provide compliance statement for Gantt Chart at bidding
stage.
b.
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, it shall be submitted to project
Management Department after Contract Award for approval.
2.1.3 Materials Procurement and Delivery Schedule:
i.
Bidder shall provide compliance statement for Procurement and Delivery
Schedule as per Annexure II at bidding stage.
ii.
For 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): It shall be submitted to
project Management Department after Contract Award for approval.
a. Purchase Orders (Placed)
b. Expected time of arrival at construction site.
Page 4 of 8
Instructions to Bidders for Technical Proposal
c. Date required for construction/installation.
2.1.4 Sub-contracting Plan: indicating proposed sub-contractor(s) for Contract of
work to be sub-contracted, it shall be submitted to project Management after
Contract Award. (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
2.2.1 Bidder shall provide compliance statement for (QA/QC) PLAN at bidding stage.
2.2.2 Bidder shall also 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, after Contract Award as
per project Management requirements.
2.3
FOLDER III: MAJOR EQUIPMENT/MATERIALS
2.3.1 Bidder shall propose ONLY equipment/materials from the List of NG Technically
Acceptable/Prequalified Manufacturers.
2.3.2 Documents for the proposed equipment/material shall be provided in Folder III
and shall 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.
Compliance Statement: for attendance of manufacture
representative for each Major equipment separately, duly signed,
Page 5 of 8
Instructions to Bidders for Technical Proposal
stamped & dated by the Equipment Manufacturer and the Bidder
(Please use the format given in Annexure XII).
2.4
4.
Certified Type (Design) Test Reports. The summary of the Test
Reports for the Type and Special Tests that have been conducted on
the equipment/material shall be submitted at Design stage for
review and acceptance.
5.
Manufacturer’s Responsibility Statements: (Please use the
format of Annexure VIII).
6.
The documents shall be arranged in the same sequence as listed
above.
7.
No deviation from SOW/TS
Equipment shall be entertained.
or
Technical
Specifications
of
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.
Summary of Equipment/Materials Submittals: for major equipment /
material (Please use the format given in Annexure VI of this document).
FOLDER IV: PROTECTION REQUIREMENTS
Bidder shall provide the following documents in Folder IV for the Protection System.
The documents shall be arranged in the same sequence with a table of contents:
2.4.1 Bidder shall provide compliance statement
bidding stage.
for Protection Requirement
at
2.4.2 Compliance Statement: for attendance of manufacture representative duly
signed, stamped & dated by the Equipment Manufacturer and the Bidder
(Please use the format given in Annexure XII).
2.5
FOLDER V: TELECOMMUNICATION EQUIPMENT/MATERIALS
Bidder shall provide the following documents in Folder V for the telecommunication
equipment/materials. The documents shall be arranged in the same sequence with a
table of contents:
2.5.1 Bidder shall provide compliance statement to Telecommunication Requirement
at bidding stage.
2.5.2 Documents for telecommunication equipment proposed shall be arranged in
the same sequence as per item 2.3.2.c above.
2.5.3 Compliance Statement: for Telecommunication Requirements (Appendix- VI)
, duly signed, stamped & dated by the Equipment/Material Manufacturer and
the Bidder (Please use the format given in Annexure VII).
2.5.4 Compliance Statement: for attendance of manufacture representative duly
signed, stamped & dated by the Equipment Manufacturer and the Bidder
(Please use the format given in Annexure XII).
Page 6 of 8
Instructions to Bidders for Technical Proposal
2.5.5 The Bidder shall submit filled, signed and stamped copy of Appendix 01
“Technical Offers Clarification for Telecommunication” separately for each PTS.
2.6
FOLDER VI: SUBSTATION AUTOMATION SYSTEMS EQUIPMENT
[Not Applicable]
Bidder shall provide the following documents in Folder VI for the Substation
Automation Systems (SAS) System. The documents shall be arranged in the same
sequence with a table of contents:
2.6.1 Bidder shall provide compliance statement for Substation Automation System
at bidding stage.
2.6.2 Following documents for each SAS equipment/materials proposed, with a Table
of Contents, arranged in the same sequence as item 2.3.2.c above:
a. Manufacturers Catalogues with adequate cross-reference to above,
highlighting the specific model/type proposed.
b. Vendor drawings.
2.6.3 Compliance Statement: for Substation Automation System (Annexure XIII), duly signed, stamped & dated by the Equipment/Material Manufacturer
and the Bidder (Please use the format given in Annexure VII).
2.6.4 Compliance Statement: for attendance of manufacture representative duly
signed, stamped & dated by the Equipment Manufacturer and the Bidder
(Please use the format given in Annexure XII).
2.6.5 The Bidder shall submit filled, signed and stamped copy of Appendix 01
“Technical Offers Clarification for SAS” separately for each PTS.
2.7
FOLDER VII – TENDER DOUCUMENTS
Bidder shall provide duly signed and stamped softcopy of the complete tender
documents [Scope of Work and Technical Specifications and TMSS including
Appendices, Pre bid Clarification (if any), Schedule B and Technical Instructions to
Bidders ] in Folder VII.
2.8
TECHNICAL PROPOSAL CHECKLIST
Bidder shall submit the Technical Checklist for equipment /materials mentioned as per
Clause no.2 “Contents of Technical Proposal” of the ITB for Technical Proposal.
This checklist shall be submitted and properly marked. Non submittal of the
Technical Checklist may be used as ground for the rejection of the bid
proposal completely. (Please use the format given in Annexure XIII - Technical
Proposal Checklist).
3.0
CONDITION FOR “MAIN” & “ALTERNATE” EQUIPMENT/MATERIALS
The Bidder shall follow the following, in case more than one make and/or model is
proposed for any equipment/materials:
3.1
Documents of equipment , for the “Main” proposal shall be attached first,
followed by documents for “Alternative” proposal.
3.2
All documents mentioned above as item 2.3, 2.4, 2.5 & 2.6 shall be submitted
in the same sequence for Equipment /Materials make and/or model proposed
highlighting as “Main” & "Alternative".
Page 7 of 8
Instructions to Bidders for Technical Proposal
4.0
3.3
A comparison table comparing the salient features of the "Main" and
"Alternative" make and/or model proposed.
3.4
Bidder shall not propose more than one alternative make and/or model for a
given Equipment/Materials. Main and ONLY One (1) Alternate Offer, as per
Annexure XIII, will be considered during technical evaluation of the Project by
COMPANY and Bidder is not allowed to change the already technical evaluated
offers.
3.5
The quoted lump sum Contract Price indicated in Bidder’s Commercial Proposal
(Bid Form) shall remain same for providing the “Main” or "Alternative" make
and/or model of Equipment/Materials, whichever is accepted by COMPANY.
3.6
Within six weeks from Contract Award, the CONTRACTOR may change from
Main to Alternative offer. As explained above, this change will be considered by
the Company only if the CONTRACTOR successfully informs the Company
officially before the end of the six weeks from the Contract Award. This is valid
for all equipment/ materials to be submitted in technical bid package.
3.7
AFTER six weeks from issuance of Notice of Award, Alternative offer will not be
considered for acceptance. Within the following two weeks, list of “Main” and
“Alternative” make and/or model of equipment/ materials and committed
delivery dates for the same shall be submitted by CONTRACTOR.
3.8
In case the localization strategy applied, the General Terms & Conditions
“Schedule-A” penalty clause No. 44.7, shall be applied to the change from local
to foreign manufacture.
PRE-BID CLARIFICATION
The bidder is allowed to raise consolidated pre-bid clarifications one time only before
the expiry of last date for queries by the bidder. No successive number of pre-bid
queries will be accepted by the COMPANY.
5.0
PURCHASE OF COMPANY STANDARD DOCUMENTS
Bidders who do not have access to NG standard documents are advised to purchase a
one-year web-based access to NG standard documents by contacting the Standards
and Specifications Department through the following contact information:
Division Manager,
Protection and Substation Automation Specifications
Tel # +966 11 8077378
Fax # +966 11 8077497
Email: AliMMashhour@ngrid.sa
National Grid SA
Tower A, Floor 1.
SEC HQ New Building
P.O. Box# 22955, Riyadh 11416
Kingdom of Saudi Arabia
*** END OF INSTRUCTIONS TO BIDDERS FOR TECHNICAL PROPOSAL ***
Page 8 of 8
TECHNICAL PROPOSAL
ANNEXURE - I
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
CONTRACT Number
CN #
Project Management Team
project Manager
Construction Staff at each
Site Manager
1
BS degree in Eng'g. with 20 Years relevant experience.
1
BS degree in Electrical Eng'g. with 15 years relevant experience
Planning & Scheduling Engineer
1
BS degree in Eng'g. with 10 years relevant experience
Design Engineering Coordinator
1
BS degree in Electrical Eng'g. with 10 years relevant experience
Material Coordinator
1
BS degree in Eng'g. or equivalent with 10 years relevant experience
Protection Engineer
1
BS degree in Electrical Eng'g with 10 years relevant experience
Site Electrical Engineer
1
BS degree in Electrical Eng'g. with 10 years relevant experience
Site Civil Engineer
1
BS degree in Civil Eng'g. with 10 years relevant experience
Site Mechanical Engineer
BS degree in Mechanical Eng'g. with 10 years relevant experience
1
QA/QC Electrical Engineer
BS degree in Electrical Eng'g. with 10 years relevant experience
1
QA/QC Civil Engineer
BS degree in Civil Eng'g. with 10 years relevant experience
1
Safety Officer
BS degree in Eng'g. with relevant experience
1
Testing & Commissioning Engineer
BS degree in Electrical Eng'g. with 10 years relevant experience
1
Note :
1.CONTRACTOR shall propose, as minimum, the personnel indicated above and as per Project Management Department requirements.
2.The above personnel shall be from the CONTRACTOR's own work force and shall be assigned on full time basis.
3.CONTRACTOR shall submit the Saudi Engineering Council ID number for all Engineers during project contract.
Bidder's Stamp
ITB - Annexure II - 1
TECHNICAL PROPOSAL
ANNEXURE - II
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
PROPOSED MATERIAL PROCUREMENT AND DELIVERY SCHEDULE
Item
No.
Material/Equipment Description
Purchase Order
Expected Time of Arrival at Site
Time Required at Site
(In Weeks)
(In Weeks)
(In Weeks)
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure II - 2
TECHNICAL PROPOSAL
ANNEXURE - III
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
PROPOSED SUBCONTRACTING PLAN
Item No.
Description of
Work Proposed to
be Subcontracted
Commercial Registration Number
Name & Address of Proposed Subcontractor
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure III - 3
TECHNICAL PROPOSAL
ANNEXURE - IV
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
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).
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure IV - 4
TECHNICAL PROPOSAL
ANNEXURE - V
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
GENERAL COMPLIANCE STATEMENT
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.
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.
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure V - 5
TECHNICAL PROPOSAL
ANNEXURE - VI
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
SUMMARY OF EQUIPMENT/MATERIAL SUBMITTALS
Description of Equipment and Materials
Item No.
A
U/G POWER CABLES
1
XXXkV XLPE XXXXmm² U/G Cable
2
XXXkV, Cable Termination (Indoor/Outdoor sealing ends)
3
Joints for XXXKV power cable (Insulated, Straight)
4
SVL (SHEATH VOLTAGE LIMITER)
5
EARTH BONDING CABLES
6
Link Box (Solid Earthing & Cross Bonding ) for Underground Cables
B
TELECOMMUNICATION MATERIALS/EQUIPMENT FOR
O/H LINE & U/G CABLE PROJECTS
1
TMSS
Compliance
Statement
Data
Schedules
Single Mode OPTICAL GROUND WIRE (OPGW)
2
Single Mode U/G Non Metallic Fiber Optic Cable (UGNFOC)
3
FO Joint Box
4
FO Terminations (OFMR & FSTP)
5
FO Accessories (Fiber Pigtail & Patch cord)
Notes:
Name of
Manufacturer, 01-TMSS-01
Type/Model
Compliance
& Country of
Statement
Origin
1. Use additional sheets as necessary. Follow the same format.
2. Strike-off items which are not applicable to this project.
3. In case different make/type/model are proposed, the same shall be listed.
Name of Bidder:
Bidder's Stamp
Signature:
Name:
Date:
ITB - Annexure VI - 6
Deviations
(YES/NO)
Type Test
Reports
Manufacturer's
Responsibility
Statement
Tech. Info.
In Folder/
Section #
TECHNICAL PROPOSAL
ANNEXURE - VII
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
SOW/TS OR TMSS COMPLIANCE STATEMENT
SOW/TS, PTS No.
Equipment /Material:
TMSS No.:
SOW/TS OR TMSS COMPLIANCE STATEMENT
Item No.
Clause No.
Justification
Deviation
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.
Name of Manufacturer:
Signature:
Name of Bidder:
Signature:
Name:
Name:
Date:
Date:
Manufacturer's Stamp
Bidder's Stamp
ITB - Annexure VII - 7
TECHNICAL PROPOSAL
ANNEXURE - VIII
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
MANUFACTURER'S RESPONSIBILITY STATEMENT
We hereby convey our interest to associate with the above project and supply the following Equipment:
Equipment Name/Description:
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.
Name of Manufacturer:
Name of Bidder:
Signature:
Signature:
Name :
Name :
Date :
Date :
Bidder's Stamp
Manufacturer's
Stamp
ITB - Annexure VIII - 8
TECHNICAL PROPOSAL
ANNEXURE - IX
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
POWER TRANSFORMER NO-LOAD AND FULL LOAD LOSS TABLE
(N/A)
LOSS GUARANTEED BY MANUFACTURER
Name of Transformer Manufacturer
Transformer Capacity in
MVA
Number of Transformers
No Load [Core] Loss Per
Transformer [*]
Full Load [Copper] Loss Per
Transformer [*]
Note:
[*] – The guaranteed No Load Loss and Full Load Loss per Transformer indicated here, shall be inclusive of Tolerance as per IEC or IEEE.
Name of Manufacturer:
Name of Bidder:
Signature:
Signature:
Name :
Name :
Date :
Date:
Manufacturer's Stamp
Bidder's Stamp
ITB - Annexure IX - 1
Total Loss Per Transformer
TECHNICAL PROPOSAL
ANNEXURE - X
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
SUMMARY OF PROPOSED PROTECTIVE RELAYS (NA)
Bidders compliance statement attached
ITB - Annexure X - 2
TECHNICAL PROPOSAL
ANNEXURE - XI
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
SUMMARY OF PROPOSED SUBSTATION AUTOMATION SYSTEMS EQUIPMENT (NA)
Item No.
1
Description of Equipment and
Materials
Name of Manufacturer
Country of Origin
Type/ Model
Tech. Information in Section #
SUBSTATION AUTOMATION SYSTEMS EQUIPMENT (As per Notes below)
Notes :
1. Bidder to specify and list the SUBSTATION AUTOMATION SYSTEMS EQUIPMENT and Devices taking into consideration the COMPANY
Technical Specifications and as per the Scope of Work and Technical Specifications.
2. Use additional sheets as necessary. Follow the same format.
3. In case different make/type/model of same kind of SAS Equipment are proposed for different applications list them all.
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure X - 3
TECHNICAL PROPOSAL
ANNEXURE -XII
RFxN 40000xxxxx:
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
COMPLIANCE STATEMENT FOR ATTENDANCE OF MANUFACTURER REPRESENTATIVES
We hereby confirm that we will take all necessary action, ahead of time, to obtain the required Visa and relevant travel documents for the
representatives of the equipment manufacturer to ensure their presence/attendance in the Bid Clarification meetings, as requested by COMPANY,
conducted during the Technical bid evaluation period in order to resolve any outstanding Technical issues. CONTRACTOR's failure to comply with
the aforementioned statement entitles COMPANY to reject CONTRACTOR's bid proposal.
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ITB - Annexure X - 4
TECHNICAL PROPOSAL - CHECKLIST
ANNEXURE -XIII
RFxN 40000xxxxx
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
LIST OF MANUFACTURERS (U/G)
Item Nos. as per Bid Form
Pricing Attachement
(Bidder to indicate)
Sr. #
Equipment / Details
Proposal Main Vendor/
Alternate Vendor
Manufacturer
Name
Origin/Location
Main
1
XXXKV XLPE XXXXmm²
U/G Cable
2
XXXKV Cable Termination Main
(Indoor/Outdoor sealing ends) Alternate
3
Joints for XXXKV power
cable (Insulated, Straight)
4
SVL (Sheath Voltage Limiter)
Alternate
Main
Alternate
Main
Alternate
Main
5
Earth Bonding Cables
Link Box (Solid Earthing &
Cross Bonding ) for
Underground Cables
Single Mode U/G Non
Metallic Fiber Optic Cable
(UGNFOC)
6
7
Alternate
Main
Alternate
Main
Alternate
Main
8
FO Joint Box
9
FO Terminations
(OFMR & FSTP)
Main
10
FO Accessories
(Fiber Pigtail & Patch cord)
Main
Alternate
Alternate
Alternate
Notes:
1.
Only applicable Manufacturers to this project (Major Equipment) shall be filled-in.
All Equipment which are not included in the above list, shall be provided from Company pre-qualified manufacturers and as per
SOW/PTS.
* The Protection & Control Panels shall be from NG SA approved list.
2.
Bidder's Stamp
Bidder's Stamp
Name of Bidder Repersentative:
Signature:
Signature:
Date:
Date:
TECHNICAL PROPOSAL - CHECKLIST
RFxN 40000xxxxx
PROJECT TITLE Installation of 110kV UGC for Madinah ISTP 110/13.8KV Substation in Madinah
COMPLIANCE STATEMENT FOR QUALITY ASSURANCE/ QUALITY CONTROL REQUIRMENTS
We hereby confirm to fully comply with all requirments of Quality Assurance/Quality Control (QA/QC) for the complete project
as specified in all the instructions to bidders, all the relevant clauses specified in the Proforma Contract, and all the relevant
clauses specified in the Scope of Work and Technical Specifications, SOW/TS.
Bidder's Stamp
Name of Bidder:
Signature:
Name:
Date:
ANNEXURE -XIV