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DCPL-K9AOl 3.00.00 3.01.00 3.01.01 3.01.02 DOUBu: SKIN INSULAlE> METAL a.ADOING General Metal cladding may be of double skin separated by an approved insulation in between. External sheet shall be of in,terlocklng type. Double skin wall cladding shaH be comprising ofl50F external panels manufactured out of 0.6 mm TCT (TomJ coated thickness) aluminium alloy AA310515050 with stove enameled coil coaled finish, sufficient to withstand most aggressive climate. on both sides of approved shade. The 150mm wide panels (150F) shall be clipped on 10 the concealed runners and shall be interlocked with e8!fi other. The inner sheelingshall be Hi Rib 0.5mm TCT siuoon modified polyesler coated galvalume steel (AZ-l5Q gsm aluminium Zinc alloy metal metallic coaling of total 550 Mpa yield stress as per AS- 1397).The extemal panels shall be 1S0mm wide 17mm deep. The inner sheet shall have 1000-1020 mm cover width 28-30. mm high crests @2S0-25Smm , cJc with side laps. The Inner sheet shall be fixed to structural system by means of corrosion projected ,\IeIf-drilU!lg. Self-tapping fasteners. The· sub girts of size 5Ommx50mmx50mm manufactured out of 16 G G.I (1.6mm) 'Z' shape shall be fixed 10 inner sheeting on face side at purune locations. The external panels shaH I?e fixed with the help of concealed runners 34.5 wide x48mm deep ou1 of 0.95 mm thick atuminlum strip with cut outs to hold the panels In a module of 150mm al1600mm clc and fastened on side girts. The runners shall be concealed and no fasteners are to penetrate the panels. An insulation of 50mm thick resin bonded fiberglass roll Insulation .of density 16kg/m s shSll be fixed In \he cevity between two sheets. Contractor shall make cut oul of doors, windows. louvres. pipe. ducts or other cut outs as reqUIred as per contract drawings along with flashing. leak proof sealing etc as required for these cut outslwall openings. 4.09.00 4.01.00 '·4.01'.!)1 4.01.02 4.02.00 ·, 4.02.01 4.02.02 EXEOJTION . Inspection the .:ontraetor iIhali exernlile UJe area. wtiiilh will be covered; lindlhe· masOnry wall where the edge of the s8ndwichldouble skin cladding will be fixed and the structural alignments. Contractor shall correct any unsatisfactory cond~ions prior to start of work. Installation Sandwich panel shail be fixed over structural members with jOints overlapped and· fastened using stainless steel fasteners self-drilling type or as reccmmended by the manufacturer. Double skin wall cladding shaU be installed slriclly as per manufacturer specifICation and details. V.II-D2IS-XIX : 4 272
f· DCPl-K9A01 4.02.03 All ~nd laps of profiled sheeling and jOints of fiashing shall be /jealed properly wffh non-hardening natural cure smcon sealant or as recommended bV the manufacturer. . 4.02.04 Accessorles like fasteners, tape, and foam fillers, flashing etc. as required shall be provided as per recommendation of manufacturer. 4.03.00 Oean-lJp Remove sealant splatters and smears remove steel particles generated by drilling to avoid damage. t -. ,,-." ••• \i ·e:: .~,;- ,, L' (. t r ... ~~. {., c (PCAC()"oo3.S80SCSA19.doe) V.I!..o2lS-XIX : 5 273
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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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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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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: DCPL·K9A01 2.01.02 2.01.03 2.01.04
Page 461 and 462: TITLE SPECIFICATION NO. PES-509-02A
Page 494 and 495: 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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