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DCPL·K9A01 relevant IS Specification if supplied by the Contractor. h) Acid Resistant Compressive and tensile strength. acid tiles& mortar resistance and water absorption test. i) Mortar Compressive and tensile strength. adhesion and acid resistance test. . j) Insulation TIIemIaI conductivity. densily. heat and acid resistance tests. Bearing capacity will be tested for bearing/restraint insulation blocks. 3.0.0 ~~ 3.1.0 CIJn(;rete 3.1.1. TriaL Mix, Grades of Concrete At klsst three weeks befOre commencing aoy concreting in the work the ConllactOf shall make trial mixes using samples of
DCPL-K9AOl MIX PROPORTIONS (BY WEIGHT) EXPECTED TO GIVE DIfFERj:NT DEGREES OF WORKABILITY WI11i D<strong>IF</strong>FERENT VALUES OF WATER - CEMENT RATIO (FOR GUIDANCE) CEMENT[TOTAL AGGREGATES RATIOS WorkabUity Waterl Ratio by Weight of Cement Ratio by Weight of Cement to Cement to Gravel Aggregate Crushed Stone Aggregate Ratio 20 mm. Size I 38 mm. size 20 ITU'I!. size I 38 mm. size i Very Low slump G-25mm. " Low slump 25-50mm Medium slump 5G-100mm. 4, High slump 100 ( 175 mm. 0.4 01:04.8 01:05.3 01:04.5 1:05 0.5 01:07.2 01:07.7 01:06.5 ()1:07·, 0.6 01:09.4 1:10 01:07.8 01:09.6 0.7 1:10 1:12 01:08.7 01:10.6 0.4 01:03.9 01:04.5 01:03.5 1:04 0.5 01:05.5 01:06.7 1~05 01:05.5 0.6 01:06.8 01:07.4 • 01:06.3 1:07 0.7 1:08 01:08.5 01:07.4 1:08 0.4 01:03.5 01:03.8 01:03,1 01:03,6 0.5 01:04.8 01:05.7 01:04,2 1:05 0.6 1:08 01:07.3 01:05,2 01:06.2 0.4 01:03.2 01:03.5 (l1:02.9 01:03.3 0,5 01:04.4 01:05.2 01:03.9 01:04,6 0.6 01:05.4 01:06.7 ' 01:04.7 01:05.7 0.7 01:06.2 01:07.4 01:05.5 01:06.5 t NO'I'E-l : '* (c CD t.> l ,:, &,;.:i t~, NOTE-2: Notwithstanding anything mentioned above. the cement I Total aggregatE! ratio is not to be increased beyI;lnd 1:9 without specific permission of the Engineer.' " , It should be n6ied tha!such high aggregate cement ratlos will be required for concretes of very low slump and high _ter-cement ratios which may be required to be used in mass concrete work only. The above figures are for guidance only, the actual cemenV aggregate ratios are to be wor1
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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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Page 387 and 388: DCPL-K4A02 2.1.2 Back Flow In addit
Page 389 and 390: DCPL-K4A02 d) Lead 2.1.7 Painting c
Page 391 and 392: DCPL-K4A02 Open end of each pipe sh
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
Page 405 and 406: DCPL-K4A02 through the joints, the
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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
Page 418 and 419: DCPL-K9AOl 15:1554 cables. 15:1566
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 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 438 and 439: OCPL-K9AOl 3.4.0 3.4.1 steel Flues
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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