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DCPL-K4A02 h) Performance i) Precautions specified for durability 4.0.0 I.S. CODES Important relevant codes for this section : IS : 777 : Glazed earthenware tiles IS : 1196 : Code of practice for laying bitumen mastic flooring IS : 1197 : Code of practice for laying of rubber floors IS : 1237 : Cement concrete flooring tiles IS : 1443 : Code of practice for laying and finishing of cement concrete flooring tiles IS : 2114 : Code of practice for laying in situ terrazzo floor IS : 3461 : PVC asbestos floor tiles IS : 4860 : Specification for acid resistant bricks IS : 5518 : Code of practice for laying of flexible PVC Sheet and tile flooring. IS : 5491 : Code of practice for laying in situ granolithic floor topping. (PCA.775.S034sc10) V.II-D2/S-X : 20
DCPL-K4A02 VOLUME : II-D/2 SECTION-XI TECHNICAL SPEC<strong>IF</strong>ICATION FOR FALSE FLOORING (PCA.775.S034sc11)
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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
Page 267 and 268: DCPL-K4A02 4.75 mm - 10-30 2.36 mm
Page 269 and 270: 3.6.3.6 Rolling DCPL-K4A02 the full
Page 271 and 272: DCPL-K4A02 TABLE-IX : QUANTITIES OF
Page 273 and 274: DCPL-K4A02 3.7.3.6 Seal Coat 3.8.0
Page 275 and 276: DCPL-K4A02 As soon as sufficient le
Page 277 and 278: DCPL-K4A02 Contractor. After laying
Page 279 and 280: 3.14.2 Stone Masonry DCPL-K4A02 hou
Page 281 and 282: DCPL-K4A02 Masonry and finish to ma
Page 283 and 284: DCPL-K4A02 CONTENT CLAUSE NO. DESCR
Page 285 and 286: DCPL-K4A02 2.3.0 Masonry 2.3.1 Gene
Page 287 and 288: DCPL-K4A02 Location of joints shall
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Page 293 and 294: DCPL-K4A02 Wherever punning is indi
Page 295 and 296: DCPL-K4A02 2.5.0 Lime Punning For p
Page 301 and 302: 2.1.0 In Situ Finishes DCPL-K4A02 u
Page 303 and 304: DCPL-K4A02 2.1.3 Terrazo Finish : I
Page 305 and 306: 2.1.4 Granolithic Finish DCPL-K4A02
Page 307 and 308: DCPL-K4A02 The Patent Stone finish,
Page 309 and 310: DCPL-K4A02 Bitumen mastic shall con
Page 311 and 312: DCPL-K4A02 dusted over it or a ceme
Page 313 and 314: DCPL-K4A02 d) Laying Same as clause
Page 315 and 316: DCPL-K4A02 insoluble in water and r
Page 317: DCPL-K4A02 e) Polishing, Finishing
Page 323 and 324: DCPL-K4A02 VOLUME : II-D /2 SECTION
Page 327 and 328: DCPL-K4A02 All carpentry work after
Page 337 and 338: Doors shall be mortised, reinforced
Page 339 and 340: DCPL-K4A02 2.2.3 Aluminium Structur
Page 341 and 342: DCPL-K4A02 3.0.0 ACCEPTANCE CRITERI
Page 343 and 344: 4.0.0 INFORMATION TO BE SUBMITTED D
Page 349 and 350: DCPL-K4A02 3.0.0 ACCEPTANCE CRITERI
Page 351 and 352: DCPL-K4A02 CONTENT CLAUSE NO. DESCR
Page 353 and 354: DCPL-K4A02 reinforced to prevent sa
Page 357 and 358: DCPL-K4A02 VOLUME : II-G/2 SECTION-
Page 359 and 360: DCPL-K4A02 2.2.6 Drifting 2.2.7 Gro
Page 365 and 366: 2.0.2 Storage DCPL-K4A02 Shall be m
Page 367 and 368: 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 CONTENT CLAUSE NO. DESCR
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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
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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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