Volume-IF - JantERmantER

More documents

Recommendations

Info

TITLE: 1X250 MW EXTENSION UNIT-8 AT DURGAPUR PROJECTS POWER STATION TECHNICAL SPECIFICATION SPECIFICATION NO. PE-TS-360-620-C001 VOLUME - II B SECTION - D SUB SECTION :I REV.NO. 0 SHEET OF THE DURGAPUR PROJECTS LIMITED DURGAPUR PROJECTS POWER STATION 1 x 250 MW EXTENSION UNIT- 8 VOLUME – II B SECTION – D SUB SECTION I TECHNICAL SPECIFICATION CIVIL , STRUCTURAL & ARCHITECTURAL WORKS Bharat Heavy Electricals Limited Project Engineering Management PPEI Building, Power Sector, Plot No. 25, Sector 16A, Noida (U.P.)-201301
DCPL-K4A02 THE DURGAPUR PROJECTS LIMITED NEW ADMINISTRATIVE BUILDING DURGAPUR – 713 201 WEST BENGAL INDIA MAIN PLANT PACKAGE SPECIFICATION NO.: MP-1 O V E R A L L C O N T E N T S VOLUME-I : CONDITIONS OF CONTRACT VOLUME-II : TECHNICAL SPECIFICATIONS VOLUME-III : BID PROPOSAL SHEETS (TECHNICAL PART) VOLUME-IV : BID PROPOSAL SHEETS (PRICE PART) (PCA.774.S034sca)
Page 1 and 2:
TENDER NO VOLUME PSER:SCT:DPL-C1154
Page 3 and 4:
VOLUME-IF (SUP) TENDER NO - PSER:SC
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
TENDER NO VOLUME PSER:SCT:DPL-C1154
Page 11 and 12:
VOLUME-IF (SER) TENDER NO - PSER:SC
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
THE DURGAPUR PROJECTS LIMITED DURGA
Page 47 and 48:
SPECIFICATION NO. PE-TS-360-620-C00
Page 49 and 50:
TITLE: SCOPE OF WORK SPECIFICATION
Page 51 and 52:
TITLE: SCOPE OF WORK SPECIFICATION
Page 53 and 54: TITLE: PROJECT INFORMATION SPECIFIC
Page 55: TITLE: PROJECT INFORMATION SPECIFIC
Page 60 and 61: TITLE: TECHNICAL SPECIFICATION FOR
Page 62 and 63: TITLE: TECHNICAL SPECIFICATION FOR
Page 64 and 65: iv) TITLE: TECHNICAL SPECIFICATION
Page 66 and 67: TITLE: SPECIFIC TECHNICAL REQUIREME
Page 68 and 69: TITLE: SPECIFICATION NO. PE-TS-360-
Page 70 and 71: TITLE: SPECIFICATION NO. PE-TS-360-
Page 72 and 73: SPECIFIC TECHNICAL REQUIREMENT SPEC
Page 74 and 75: PEM-6666-0 TITLE SPECIFICATION NO.
Page 94 and 95: Title Spec. No.: PE-TS-360-620-C001
Page 106 and 107: DCPL-K4A02 VOLUME : II TECHNICAL SP
Page 108 and 109: DCPL-K4A02 VOLUME : II-D/2 TECHNICA
Page 110 and 111: DCPL-K4A02 VOLUME : II-D/2 SECTION-
Page 112 and 113: DCPL-K4A02 VOLUME: II-D/2 SECTION-I
Page 114 and 115: DCPL-K4A02 2.5.1 General All materi
Page 116 and 117: DCPL-K4A02 g) Excavation, filling a
Page 118 and 119: DCPL-K4A02 c) Hard Rock 3.6.0 Earth
Page 120 and 121: DCPL-K4A02 Specific permission of E
Page 122 and 123: DCPL-K4A02 a magazine. Explosive in
Page 124 and 125: DCPL-K4A02 Only such quantities of
Page 126 and 127: DCPL-K4A02 3.8.0 Earthwork in Filli
Page 128 and 129: DCPL-K4A02 including dumpers, dozer
Page 130 and 131: DCPL-K4A02 e) Minimum two tests per
Page 136 and 137: DCPL-K4A02 Borrow material required
Page 138 and 139: DCPL-K4A02 a) Ordinary Soil This sh
Page 140 and 141: DCPL-K4A02 All loose boulders, semi
Page 142 and 143: 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 194 and 195:
DCPL-K4A02 N/Super" or approved equ
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
Page 244 and 245:
DCPL-K4A02 4.1.2 Strength Test The
Page 246 and 247:
DCPL-K4A02 difference allowed betwe
Page 248 and 249:
DCPL-K4A02 arrangement and location
Page 251 and 252:
DCPL-K4A02 CONTENTS CLAUSE NO. DESC
Page 253 and 254:
DCPL-K4A02 All work under this spec
Page 255 and 256:
DCPL-K4A02 TABLE -I PERMITTED TOLER
Page 257 and 258:
DCPL-K4A02 3.0 EXECUTION 3.1.0 Shou
Page 259 and 260:
DCPL-K4A02 The fraction of material
Page 261 and 262:
DCPL-K4A02 3.4.2.3 Grading Requirem
Page 263 and 264:
3.4.3.4 Rolling DCPL-K4A02 The coar
Page 265 and 266:
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
Page 289 and 290:
DCPL-K4A02 VOLUME : II-D /2 SECTION
Page 291 and 292:
DCPL-K4A02 VOLUME : II-D/2 SECTION-
Page 293 and 294:
DCPL-K4A02 Wherever punning is indi
Page 295 and 296:
DCPL-K4A02 2.5.0 Lime Punning For p
Page 297 and 298:
Page 299 and 300:
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 and 318:
DCPL-K4A02 e) Polishing, Finishing
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
DCPL-K4A02 VOLUME : II-D /2 SECTION
Page 325 and 326:
Page 327 and 328:
DCPL-K4A02 All carpentry work after
Page 329 and 330:
Page 331 and 332:
Page 333 and 334:
Page 335 and 336:
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 345 and 346:
Page 347 and 348:
Page 349 and 350:
DCPL-K4A02 3.0.0 ACCEPTANCE CRITERI
Page 351 and 352:
Page 353 and 354:
DCPL-K4A02 reinforced to prevent sa
Page 355 and 356:
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 361 and 362:
Page 363 and 364:
Page 365 and 366:
2.0.2 Storage DCPL-K4A02 Shall be m
Page 367 and 368:
DCPL-K4A02 drying. Application of p
Page 369 and 370:
2.2.10 French Polish DCPL-K4A02 the
Page 371 and 372:
DCPL-K4A02 IS:1477 : Code of Practi
Page 373 and 374:
Page 375 and 376:
DCPL-K4A02 2.3.0 Insulation The con
Page 377 and 378:
DCPL-K4A02 It shall consist of poly
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
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 393 and 394:
Page 395 and 396:
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
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
DCPL-K4A02 The Contractor shall giv
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 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 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
Page 463 and 464:
Page 465 and 466:
Page 494 and 495:
TITLE: LIGHTING NOTES AND DETAILS S
Page 520 and 521:
. S. NO. 1 COMPONENT / OPERATION 2
Page 522 and 523:
. S. NO. 1 COMPONENT / OPERATION 2
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:
Page 548 and 549:
Positive Negative TITLE: LIGHTING D
Page 550 and 551:
Page 552 and 553:
Page 554 and 555:
Page 556 and 557:
Page 558 and 559:
show all

Volume-IF - JantERmantER

Create successful ePaper yourself

Delete template?

Save as template?