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DCPL-K4A02 N/Super" or approved equivalent. The method of application and other details shall conform to the manufacturer's specification and/or as instructed by the Engineer. The Contractor shall have the services of the manufacturer's supervisor to supervise the work, if desired by the Engineer. b) In Plaster : The concrete surface, to be plastered, shall be hacked to Engineer's satisfaction, cleaned thoroughly and kept wetted for 24 hours. The plaster shall be in cement sand mortar mixed in proportion varying from 1:1 to 1:4 by volume along with the approved waterproofing admixture like "Noleak CP/Sika Latex" or approved equivalent and laid in appropriate thickness and in layers not exceeding 15 mm/layer or as per manufacturer's specification. The additive shall be of quality and type approved by the Engineer. If desired by the Engineer, the Contractor shall have the work supervised by the manufacturer's supervisor. On completion, the plastered surface shall be cured continuously for a minimum period of 14 days like concrete. 3.26.4 Bituminous or Tar Coating on External Surface The surface to be waterproofed shall be rendered absolutely dry, clean and dust free. The surface shall be sand papered, cleaned and completely coated with hot coal tar pitch of approved manufacturer and quality as per IS:216 (not heated above 375 Deg.F) using not less than 2 Kg. per Sq.M. or with hot asphalt i.e., bitumen according to IS:73 (not heated above 400 Deg.F) using not less than 1.5 kg. per Sq.M. When the first coat has completely dried up and approved by the Engineer, the second coat shall be applied in the same manner using not less than 1.25 Kg. per Sq.M. in case of coal tar and 1 Kg. per Sq.M. in case of asphalt. Immediately after application of the second coat and before it is dried up, sand shall be spread on the surface to cover it completely. Sufficient time shall be allowed after spreading of sand before backfilling is done in order to allow the final coat to dry up completely. In place of hot application by coal tar / asphalt the coating of the outside surfaces of walls may be carried out using a ready to use liquid, bituminous emulsion/rubber protective coating of approved manufacturer. 3.26.5 Protective Coating on Inside Surface Two coats or cement based to components polymer modified flexible protective and waterproofing slurry having 1 mm thick for each coat shall be (PCA.774.S034sca3) V.II-D2/S-III : 42
DCPL-K4A02 applied on the walls/ floor after proper surface preparation as mentioned above. The slurry shall be applied by brush. 3.26.6 Polyethelene Films : Application in Walls or base of Structures Waterproof treatment shall be applied as outlined and as per sequence given hereunder : i) the concrete surface shall be made smooth with 12 mm cement plaster 1:6 ii) apply hot bitumen 80/100 grade (IS:73-1961) at the rate of 1.0 Kg/Sq.m minimum iii) lay black polyethelene film 250 micron (IS:2508-1977) with cut back bitumen adhesive in overlaps over hot bitumen surface, gently pressed, taking care not to puncture the film. (PCA.774.S034sca3) V.II-D2/S-III : 43
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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
Page 144 and 145: 3.5.5 Disposal DCPL-K4A02 300 metre
Page 146 and 147: DCPL-K4A02 the responsibility of th
Page 148 and 149: DCPL-K4A02 3.7.3 Plinth Filling Sin
Page 150 and 151: DCPL-K4A02 The degree of compaction
Page 152 and 153: DCPL-K4A02 CONTENT CLAUSE NO. DESCR
Page 154 and 155: DCPL-K4A02 d) Submit for approval s
Page 156 and 157: DCPL-K4A02 v) Joint sealing strips
Page 158 and 159: 2.5.3 Aggregates i) Sulphate Resist
Page 160 and 161: DCPL-K4A02 e) Water proofing admixt
Page 162 and 163: DCPL-K4A02 e) Formwork : Material,
Page 164 and 165: DCPL-K4A02 Structural concrete shal
Page 166 and 167: DCPL-K4A02 WORKABILITY WATER/CEME N
Page 168 and 169: 3.8 Workability DCPL-K4A02 Whenever
Page 170 and 171: DCPL-K4A02 are in the drum. When ab
Page 172 and 173: DCPL-K4A02 or handled in a manner w
Page 174 and 175: DCPL-K4A02 3.13.2 Cold Joint Where
Page 176 and 177: DCPL-K4A02 3.14.2 Finishing Unforme
Page 178 and 179: DCPL-K4A02 used as reinforcement as
Page 180 and 181: DCPL-K4A02 3.17 Cold Weather Concre
Page 182 and 183: 3.20.3 Design DCPL-K4A02 They shall
Page 184 and 185: DCPL-K4A02 TABLE - IV SCHEDULE OF R
Page 186 and 187: DCPL-K4A02 required grain texture o
Page 188 and 189: DCPL-K4A02 Joint sealing strips may
Page 190 and 191: DCPL-K4A02 3.23.4 Joint Sealing Com
Page 192 and 193: DCPL-K4A02 plumbing shall be done a
Page 196 and 197: DCPL-K4A02 Alternatively, the overl
Page 198 and 199: DCPL-K4A02 4.5.1 Air Entraining Age
Page 200 and 201: DCPL-K4A02 any other standard pract
Page 202 and 203: DCPL-K4A02 IS : 3370 - Indian Stand
Page 204 and 205: DCPL-K4A02 IS : 8043 - Indian stand
Page 206 and 207: DCPL-K4A02 CONTENTS CLAUSE NO. DESC
Page 208 and 209: DCPL-K4A02 g) Prepare and furnish d
Page 210 and 211: DCPL-K4A02 IS : 1852 - Rolling and
Page 212 and 213: 2.5.2 Steel 2.5.3 Electrodes DCPL-K
Page 214 and 215: 2.6.2 Steel 2.6.3 Electrodes DCPL-K
Page 216 and 217: DCPL-K4A02 The sequence of submissi
Page 218 and 219: DCPL-K4A02 To determine the effecti
Page 220 and 221: DCPL-K4A02 3.3.4 Welding Sequence I
Page 222 and 223: DCPL-K4A02 3.8.0 Bearing Plates Pro
Page 224 and 225: 3.14.3 Procedure DCPL-K4A02 All mem
Page 226 and 227: 4.2.4 Welding DCPL-K4A02 to commenc
Page 228 and 229: 4.5.2 Marking DCPL-K4A02 the Owner
Page 230 and 231: DCPL-K4A02 The Contractor shall quo
Page 232 and 233: DCPL-K4A02 VOLUME: II-D/2 SECTION-V
Page 234 and 235: DCPL-K4A02 VOLUME: II-G/2 SECTION-V
Page 236 and 237: 2.5.0 Material 2.5.1 General DCPL-K
Page 238 and 239: DCPL-K4A02 3.1.3 Temporary bracing
Page 240 and 241: NOTE : DCPL-K4A02 When torque wrenc
Page 242 and 243: 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 CONTENT CLAUSE NO. DESCR
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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
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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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