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DCPL-K4A02 The Contractor shall quote in his Tender a detailed schedule of progress of work and total time of completion, itemizing the time required for each of the following aspects of work. 1) Preparation and approval of shop drawings 2) Procurement of materials 3) Fabrication and shipping of all anchor bolts 4) Fabrication and shipping of main steelwork 5) Fabrication and shipping of steelwork for bunkers. Tanks and/ or silos as applicable. 6) Fabrication and shipping of all other remaining steel work including miscellaneous steelwork 7) Final date of completion of all shipments Time required for completion being one of the main criteria for selecting the successful bidder, it is desired that the bidder quotes the minimum time required by him for completing the work. b) Shop Location of the Tenderer's fabrication workshop giving details of equipment, manpower, the total capacity and the capacity that will be available exclusively for this contract shall be submitted. c) Matching Steel A rough indication of the quantities and details of matching steel sections required to start the work shall be furnished. 5.2.0 After Award After award of the Contract the successful Tenderer is to submit the following : a) Complete fabrication drawings, material lists, cutting lists, bolt lists, field welding schedules based on the design drawings in accordance with the approved schedule. (PCA.774.S034sca4) V.II-D2/S-IV : 24
DCPL-K4A02 b) Monthly Progress Report with necessary photographs in six (6) copies to reach the Engineer on or before the 7th day of each month, giving the upto date status of preparation of detailed shop drawings, bill of materials, procurement of materials, actual fabrication done, shipping and all other relevant information. c) Results of any test as and when conducted and as required by the Engineer. d) Manufacturer's mill test report in respect of steel materials, bolts, nuts and electrodes as may be applicable. (PCA.774.S034sca4) V.II-D2/S-IV : 25
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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
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 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
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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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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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