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DCPL-K4A02 CONTENT CLAUSE NO. DESCRIPTION PAGE NO. 1.0 SCOPE V.II-D2/S-III : 1 2.0 GENERAL V.II-D2/S-III : 1 3.0 INSTALLATION V.II-D2/S-III : 11 4.0 SAMPLING AND TESTING V.II-D2/S-III : 45 5.0 ACCEPTANCE CRITERIA V.II-D2/S-III : 47 6.0 LIST OF I.S. CODES AND STANDARDS V.II-D2/S-III : 48 FOR REFERENCE (PCA.774.S034sca2)
DCPL-K4A02 VOLUME : II-D/2 SECTION-III TECHNICAL SPEC<strong>IF</strong>ICATION FOR CEMENT CONCRETE (PLAIN & REINFORCED) 1.0 SCOPE 1.1 General This specification covers all the requirements, described hereinafter for general use of Plain and Reinforced Cement Concrete work in Structures and locations, cast-in-situ or precast, and shall include all incidental items of work not shown or specified but reasonably implied or necessary for the completion of the work. 1.2 This specification shall also apply to the extent it has been referred to or applicable with the special requirements of structures covered in SCOPE of IS:456. 1.3 IS:456 shall form a part of this specification and shall be complied with unless permitted otherwise. For any particular aspect not covered by this Code, appropriate IS Code, specifications and/or replacement by any International Code of practice as may be specified by the Engineer shall be followed. All codes and Standards shall conform to its latest revisions. A list of IS codes and Standards is enclosed hereinafter for reference. 2.0 GENERAL 2.1 Work to be provided for by the Contractor The work to be provided for by the Contractor, unless specified shall include but not be limited to the following :- otherwise a) Furnish all labour, supervision, services including facilities as may be required under statutory labour regulations, materials, forms, templates, supports, scaffolds, approaches, aids, construction equipment, tools and plants, transportations, etc. required for the work. b) Except where it is excluded from the Scope of Contract, Contractor shall prepare progressively and submit for approval detailed drawings and Bar Bending Schedules for reinforcement bars showing the positions and details of spacers, supports, chairs, hangers etc. c) Design and prepare working drawings of formworks, scaffolds, supports, etc. and submit for approval. (PCA.774.S034sca2) V.II-D2/S-III : 1
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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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Page 102 and 103: Title Spec. No.: PE-TS-360-620-C001
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 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 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
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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 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 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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