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TITLE: LIGHTING DISTRIBUTION BOARD & LIGHTING PANEL 3.0 LIGHTING DISTRIBUTION BOARDS SPEC<strong>IF</strong>ICATION NO. PES-558-01A VOLUME - II B SECTION - D REV.NO. 0 DATE SHEET 1 OF 3.1 Sheet thickness : 2.0 mm 3.2 Degree of protection : a) Main panel : IP 54 b) Transformer cubicle : IP 33 3.3 Type of Incomer : Switch-Fuse 3.4 Type of Outgoing Feeders : Switch-Fuse 3.5 Voltage rating of transformer : 415 V 3.6 Whether transformer is encapsulated: No 3.7 Transformer impedance a) 100 kVA : - % b) 50 kVA : 4.0 % 3.8 Bus bar material : Aluminium 3.9 Earth busbar material : GI (50X6 mm) 3.10 Cable entry : Bottom 3.11 Whether under voltage relay : Not applicable required in DC LDB 4.0 LIGHTING PANEL 4.1 Application : Both Indoor & outdoor 4.2 Sheet thickness : 2.0 mm 4.3 Degree of protection a) Indoor : IP : 54 b) Outdoor : IP : 55 (weather-proof protection with canopy) 4.4 Type of Incomer : Switch-Fuse 4.5 No. of poles for Aviation lighting : 1 / 3 panel MCBs
TITLE: LIGHTING DISTRIBUTION BOARD & LIGHTING PANEL SPEC<strong>IF</strong>ICATION NO. PES-558-01A VOLUME - II B SECTION - D REV.NO. 0 DATE SHEET 1 OF 4.6 Type of mounting of decorative : Not applicable lighting panel 4.7 Whether decorative lighting panel : Not applicable required with acrylic panel 5.0 LABELING : As per specification 6.0 PAINTING : 6.1 Shade (as per IS:5) Interior Exterior a) LDBs : Glossy white 631 of IS:5 b) LPs : -do- -do- 6.2 FINISH a) Interior : Semi-glossy b) Exterior : Semi-glossy 6.3 Paint thickness (min.) : 50 microns 7.0 MAKE OF COMPONENTS : Shall be subject to BHEL approval
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TENDER NO VOLUME PSER:SCT:DPL-C1154
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VOLUME-IF (SUP) TENDER NO - PSER:SC
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TENDER NO VOLUME PSER:SCT:DPL-C1154
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VOLUME-IF (SER) TENDER NO - PSER:SC
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THE DURGAPUR PROJECTS LIMITED DURGA
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SPECIFICATION NO. PE-TS-360-620-C00
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TITLE: SCOPE OF WORK SPECIFICATION
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TITLE: SCOPE OF WORK SPECIFICATION
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TITLE: PROJECT INFORMATION SPECIFIC
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TITLE: PROJECT INFORMATION SPECIFIC
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TITLE: TECHNICAL SPECIFICATION FOR
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TITLE: TECHNICAL SPECIFICATION FOR
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iv) TITLE: TECHNICAL SPECIFICATION
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TITLE: SPECIFIC TECHNICAL REQUIREME
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TITLE: SPECIFICATION NO. PE-TS-360-
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TITLE: SPECIFICATION NO. PE-TS-360-
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SPECIFIC TECHNICAL REQUIREMENT SPEC
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PEM-6666-0 TITLE SPECIFICATION NO.
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Title Spec. No.: PE-TS-360-620-C001
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TITLE: 1X250 MW EXTENSION UNIT-8 AT
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DCPL-K4A02 VOLUME : II TECHNICAL SP
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DCPL-K4A02 VOLUME : II-D/2 TECHNICA
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DCPL-K4A02 VOLUME : II-D/2 SECTION-
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DCPL-K4A02 VOLUME: II-D/2 SECTION-I
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DCPL-K4A02 2.5.1 General All materi
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DCPL-K4A02 g) Excavation, filling a
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DCPL-K4A02 c) Hard Rock 3.6.0 Earth
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DCPL-K4A02 Specific permission of E
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DCPL-K4A02 a magazine. Explosive in
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DCPL-K4A02 Only such quantities of
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DCPL-K4A02 3.8.0 Earthwork in Filli
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DCPL-K4A02 including dumpers, dozer
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DCPL-K4A02 e) Minimum two tests per
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DCPL-K4A02 Borrow material required
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DCPL-K4A02 a) Ordinary Soil This sh
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DCPL-K4A02 All loose boulders, semi
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DCPL-K4A02 Two lightning conductors
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3.5.5 Disposal DCPL-K4A02 300 metre
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DCPL-K4A02 the responsibility of th
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DCPL-K4A02 3.7.3 Plinth Filling Sin
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DCPL-K4A02 The degree of compaction
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DCPL-K4A02 CONTENT CLAUSE NO. DESCR
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DCPL-K4A02 d) Submit for approval s
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DCPL-K4A02 v) Joint sealing strips
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2.5.3 Aggregates i) Sulphate Resist
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DCPL-K4A02 e) Water proofing admixt
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DCPL-K4A02 e) Formwork : Material,
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DCPL-K4A02 Structural concrete shal
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DCPL-K4A02 WORKABILITY WATER/CEME N
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3.8 Workability DCPL-K4A02 Whenever
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DCPL-K4A02 are in the drum. When ab
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DCPL-K4A02 or handled in a manner w
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DCPL-K4A02 3.13.2 Cold Joint Where
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DCPL-K4A02 3.14.2 Finishing Unforme
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DCPL-K4A02 used as reinforcement as
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DCPL-K4A02 3.17 Cold Weather Concre
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3.20.3 Design DCPL-K4A02 They shall
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DCPL-K4A02 TABLE - IV SCHEDULE OF R
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DCPL-K4A02 required grain texture o
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DCPL-K4A02 Joint sealing strips may
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DCPL-K4A02 3.23.4 Joint Sealing Com
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DCPL-K4A02 plumbing shall be done a
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DCPL-K4A02 N/Super" or approved equ
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DCPL-K4A02 Alternatively, the overl
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DCPL-K4A02 4.5.1 Air Entraining Age
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DCPL-K4A02 any other standard pract
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DCPL-K4A02 IS : 3370 - Indian Stand
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DCPL-K4A02 IS : 8043 - Indian stand
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DCPL-K4A02 CONTENTS CLAUSE NO. DESC
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DCPL-K4A02 g) Prepare and furnish d
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DCPL-K4A02 IS : 1852 - Rolling and
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2.5.2 Steel 2.5.3 Electrodes DCPL-K
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2.6.2 Steel 2.6.3 Electrodes DCPL-K
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DCPL-K4A02 The sequence of submissi
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DCPL-K4A02 To determine the effecti
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DCPL-K4A02 3.3.4 Welding Sequence I
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DCPL-K4A02 3.8.0 Bearing Plates Pro
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3.14.3 Procedure DCPL-K4A02 All mem
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4.2.4 Welding DCPL-K4A02 to commenc
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4.5.2 Marking DCPL-K4A02 the Owner
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DCPL-K4A02 The Contractor shall quo
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DCPL-K4A02 VOLUME: II-D/2 SECTION-V
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DCPL-K4A02 VOLUME: II-G/2 SECTION-V
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2.5.0 Material 2.5.1 General DCPL-K
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DCPL-K4A02 3.1.3 Temporary bracing
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NOTE : DCPL-K4A02 When torque wrenc
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DCPL-K4A02 No grouting shall be car
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DCPL-K4A02 4.1.2 Strength Test The
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DCPL-K4A02 difference allowed betwe
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DCPL-K4A02 arrangement and location
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DCPL-K4A02 CONTENTS CLAUSE NO. DESC
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DCPL-K4A02 All work under this spec
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DCPL-K4A02 TABLE -I PERMITTED TOLER
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DCPL-K4A02 3.0 EXECUTION 3.1.0 Shou
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DCPL-K4A02 The fraction of material
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DCPL-K4A02 3.4.2.3 Grading Requirem
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3.4.3.4 Rolling DCPL-K4A02 The coar
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3.5.0 Tack Coat 3.5.1 Description 3
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DCPL-K4A02 4.75 mm - 10-30 2.36 mm
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3.6.3.6 Rolling DCPL-K4A02 the full
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DCPL-K4A02 TABLE-IX : QUANTITIES OF
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DCPL-K4A02 3.7.3.6 Seal Coat 3.8.0
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DCPL-K4A02 As soon as sufficient le
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DCPL-K4A02 Contractor. After laying
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3.14.2 Stone Masonry DCPL-K4A02 hou
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DCPL-K4A02 Masonry and finish to ma
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DCPL-K4A02 2.3.0 Masonry 2.3.1 Gene
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DCPL-K4A02 Location of joints shall
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DCPL-K4A02 VOLUME : II-D /2 SECTION
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DCPL-K4A02 Wherever punning is indi
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DCPL-K4A02 2.5.0 Lime Punning For p
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2.1.0 In Situ Finishes DCPL-K4A02 u
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DCPL-K4A02 2.1.3 Terrazo Finish : I
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2.1.4 Granolithic Finish DCPL-K4A02
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DCPL-K4A02 The Patent Stone finish,
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DCPL-K4A02 Bitumen mastic shall con
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DCPL-K4A02 dusted over it or a ceme
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DCPL-K4A02 d) Laying Same as clause
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DCPL-K4A02 insoluble in water and r
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DCPL-K4A02 e) Polishing, Finishing
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DCPL-K4A02 VOLUME : II-D /2 SECTION
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DCPL-K4A02 All carpentry work after
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Doors shall be mortised, reinforced
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DCPL-K4A02 2.2.3 Aluminium Structur
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DCPL-K4A02 3.0.0 ACCEPTANCE CRITERI
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4.0.0 INFORMATION TO BE SUBMITTED D
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DCPL-K4A02 3.0.0 ACCEPTANCE CRITERI
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DCPL-K4A02 reinforced to prevent sa
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DCPL-K4A02 VOLUME : II-G/2 SECTION-
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DCPL-K4A02 2.2.6 Drifting 2.2.7 Gro
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2.0.2 Storage DCPL-K4A02 Shall be m
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DCPL-K4A02 drying. Application of p
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2.2.10 French Polish DCPL-K4A02 the
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DCPL-K4A02 IS:1477 : Code of Practi
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DCPL-K4A02 2.3.0 Insulation The con
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DCPL-K4A02 It shall consist of poly
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DCPL-K4A02 2.1.2 Back Flow In addit
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DCPL-K4A02 d) Lead 2.1.7 Painting c
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DCPL-K4A02 Open end of each pipe sh
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DCPL-K4A02 All pipes shall be laid
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DCPL-K4A02 2.3.10 Jointing Jointing
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2.5.1 Water closet 2.5.2 Urinals DC
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DCPL-K4A02 a soak pit for absorptio
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DCPL-K4A02 through the joints, the
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DCPL-K4A02 The Contractor shall giv
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DCPL-K9A01 CONTENT d.AUSENO. DESCRI
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DCPL-K9A01 f) Prepare and submit fo
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DCPL-K9AOl 15:1554 cables. 15:1566
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DCPL·K9A01 15:4687 Gland packing a
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DCPl-K9AOl 2.5.7 steel Rue a) All m
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DCPL-K9A01 ii) iii) Iv) Minimum she
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DCPL·K9A01 relevant IS Specificati
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DCPL-K9AOI slreng1h of the concrete
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DCPL-K9A01 Vibration shall begin as
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Ii) Design of scaffolding and stagi
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OCPL·K9AOl rounded aggregates offe
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OCPL-K9A01 For movement of personne
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OCPL-K9AOl 3.4.0 3.4.1 steel Flues
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3.5.2 Cement Paint OCPL-K9AOl and i
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DCPl-K9A01 under adverse conditions
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DCPl·K9AOl 3.9.0 Interi1allllumina
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DCPL·K9A01 3.12.3 lighting fixture
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DCPL·K9A01 4.0.0 TESTING AND ACCEP
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5:2.2 Samples 5,2.3 Deslfin Mix OCP
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VOLUME : II-D/2 ANNEXURE B
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OCPL·K9A01 VOLUME: II-D/2 SECTIO
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DCPL·K9A01 2.01.02 2.01.03 2.01.04
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f· DCPl-K9A01 4.02.03 All ~nd lap
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TITLE SPECIFICATION NO. PES-509-02A
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TITLE: LIGHTING NOTES AND DETAILS S
Page 520 and 521: . S. NO. 1 COMPONENT / OPERATION 2
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Page 524 and 525: TITLE: SPECIFIC TECHNICAL REQUIREME
Page 526 and 527: Clause No. POWER AND CONTROL CABLES
Page 528 and 529: . . 44 S. NO. 1 COMPONENT / OPERATI
Page 530 and 531: . . S. NO. 1 COMPONENT / OPERATION
Page 532 and 533: . . S. NO. 1 COMPONENT / OPERATION
Page 542: TITLE: LIGHTING DISTRIBUTION BOARD
Page 546 and 547: TITLE: LIGHTING DISTRIBUTION BOARD
Page 548 and 549: Positive Negative TITLE: LIGHTING D
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