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OCPL-K9AOl 3.4.0 3.4.1 steel Flues General Fabrication and erec\lon of Steel Flues shall conform to "Technical Specification for Fabrication and E«ICtion of Structural Steelworks· furnished in this Specification. 3.4.2 Fabrication Plates out of which flues will be fabricated, shoukl be bent to the required shape on an appropriate machine. No smithy process shall be adopted for the purpose. Plates are to be prevented from distorling by more than the tolerances specified during tralispollation, storage, handBng, erection and jointing. All components should be correr,:lly Io
DCPL-K9A01 a) Inlemal diameter shall not vary by more than '. ±12mm b) Centre of any section shall nOI be eccentric from vertical centre line'by more than c) Centre of any section at height 'h' is in mm. above GL shall 10 mm In any 15 metre height (hI2500 + 10 )mm, Dot be verticat centre where line by more than , f. d) Local deviation from a true circular fonn should not exceed the shell thid
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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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Page 387 and 388: DCPL-K4A02 2.1.2 Back Flow In addit
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Page 393 and 394: DCPL-K4A02 VOLUME : II-D/2 SECTION-
Page 397 and 398: DCPL-K4A02 All pipes shall be laid
Page 399 and 400: DCPL-K4A02 2.3.10 Jointing Jointing
Page 401 and 402: 2.5.1 Water closet 2.5.2 Urinals DC
Page 403 and 404: DCPL-K4A02 a soak pit for absorptio
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Page 414 and 415: DCPL-K9A01 CONTENT d.AUSENO. DESCRI
Page 416 and 417: DCPL-K9A01 f) Prepare and submit fo
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Page 420 and 421: DCPL·K9A01 15:4687 Gland packing a
Page 422 and 423: DCPl-K9AOl 2.5.7 steel Rue a) All m
Page 424 and 425: DCPL-K9A01 ii) iii) Iv) Minimum she
Page 426 and 427: DCPL·K9A01 relevant IS Specificati
Page 428 and 429: DCPL-K9AOI slreng1h of the concrete
Page 430 and 431: DCPL-K9A01 Vibration shall begin as
Page 432 and 433: Ii) Design of scaffolding and stagi
Page 434 and 435: OCPL·K9AOl rounded aggregates offe
Page 436 and 437: OCPL-K9A01 For movement of personne
Page 440 and 441: 3.5.2 Cement Paint OCPL-K9AOl and i
Page 442 and 443: DCPl-K9A01 under adverse conditions
Page 444 and 445: DCPl·K9AOl 3.9.0 Interi1allllumina
Page 446 and 447: DCPL·K9A01 3.12.3 lighting fixture
Page 448 and 449: DCPL·K9A01 4.0.0 TESTING AND ACCEP
Page 450 and 451: 5:2.2 Samples 5,2.3 Deslfin Mix OCP
Page 452: VOLUME : II-D/2 ANNEXURE B
Page 455 and 456: OCPL·K9A01 VOLUME: II-D/2 SECTIO
Page 457 and 458: DCPL·K9A01 2.01.02 2.01.03 2.01.04
Page 459 and 460: f· DCPl-K9A01 4.02.03 All ~nd lap
Page 461 and 462: TITLE SPECIFICATION NO. PES-509-02A
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TITLE: LIGHTING NOTES AND DETAILS S
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. S. NO. 1 COMPONENT / OPERATION 2
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. S. NO. 1 COMPONENT / OPERATION 2
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TITLE: SPECIFIC TECHNICAL REQUIREME
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Clause No. POWER AND CONTROL CABLES
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. . 44 S. NO. 1 COMPONENT / OPERATI
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. . S. NO. 1 COMPONENT / OPERATION
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. . S. NO. 1 COMPONENT / OPERATION
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TITLE: LIGHTING DISTRIBUTION BOARD
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Positive Negative TITLE: LIGHTING D
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