Volume-IF - JantERmantER

More documents

Recommendations

Info

DCPL-K9AOl iii) Fabricated sandwich melal cladding. Sample size shall be 300 x 300 mm three nos. iv) Edge r;eaJing and flashing. b) Manufacture~s literature indicating the nature of preformed profiled, colour coating. manufacturer's recommended Installation, Instructions and maintenanca procedure. c) Manufacturer's certifICation of compliance with each delivery. d) Shop Drawings Showing fabrication details of sandwich/double skin metal cladding with Insulation, preformed sheet profde and total colour thickness for profiled top skin and slighlly ribbed bottom skin. thickness and nature of insulation. inslallationand erection; anchorage. fasteners and details of acoassories. metal flashing and its fixing including various openings for doors. windows,louvres, pipes etc, • 1.03.02 Test Reports Two copies ofTest Reports and Souroa of Quafity Control Tests. 1.03.03 Supplier Ceitlftcates Two copies of tedlnic:al data showing that the proposed finish product is suitabre for the environmental conditions ofthe job site and that the materials meet specific:ation requirements. 1.04.00 1.04.01 Product Handling Delivery of Materials to Job site In manufactur~s packaging . original unopened 1.04.Q2 1.04.03 . Identify contents with /lame of,mimufacturer. brand name, thermal value and .appllaitile siandllt'd. . " ., ..... Store materials In an area protected from adverse ctimStic conditions. ,moisture and open flame or spark and shall be stored off the ground with one end elevated for drainage. The sheets shall be protected from inclement weather with a waterproof covering with ventilation to avoid condensation. 2.00.00 2.01.00 Ull.01 PRODUCTS General All goods and products covered by these specifications shall be procured from manufacturer duly approved by the owner (PCA,CI).OO3.S805CSA19.docl V.tI-02IS-XIX : 2 .' . 270
DCPL·K9A01 2.01.02 2.01.03 2.01.04 Roof insulation shall have a ·mlnlmum R-velue of 2:083 M" "KiWatt. Thickness of sandwich cladding shall be as required to meet the specified "R"values. . Sandwich material shan be of "Rib and Flute" design to ensure wide spanning and quick recovery after being subjected to excessive load. Double skin materials shall be interlocking type 150mm wide strip and inner sheet shall be mild rib & flute type profile to ensure quick recovery after being subjected to excessive load. Matel1al t t t l
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 76 and 77:
Page 78 and 79:
Page 80 and 81:
Page 82 and 83:
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Title Spec. No.: PE-TS-360-620-C001
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
Page 104 and 105:
TITLE: 1X250 MW EXTENSION UNIT-8 AT
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 132 and 133:
Page 134 and 135:
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:
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:
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: DCPL-K4A02 VOLUME : II-D/2 SECTION-
Page 409 and 410: DCPL-K4A02 VOLUME : II-D/2 SECTION-
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: OCPL·K9A01 VOLUME: II-D/2 SECTIO
Page 459 and 460: f· DCPl-K9A01 4.02.03 All ~nd lap
Page 461 and 462: TITLE SPECIFICATION NO. PES-509-02A
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?