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DCPL-K4A02 The degree of compaction shall be sufficient to achieve a dry density of not less than 90% of proctor's dry density at optimum moisture content as per IS-2720 (Part - VII) or a relative density of 75% as per IS-2720 (Part-XIV) as applicable depending on the nature of back filling material as stated in clause no. 3.7.2 of this specification. The work of back-filling will be accepted after the Engineer is satisfied with the degree of compaction achieved. 5.0.0 INFORMATION TO BE SUBMITTED 5.1.0 With Tender 5.2.0 After Award Details of Equipment proposed to be used for excavation, back-filling and compaction have to be submitted along with the tender. After award of the Contract the successful tenderer shall submit the following for approval and adoption : a) The Contractor shall submit a detailed programme of the work as proposed to be executed giving completion dates of excavation of the various foundations and the time required for back-filling and compaction after completing the foundation for structures. The programme should show how the excavation and back-filling quantities will be balanced, minimising temporary stacking of spoils. It is to be noted that the Engineer even after initial approval of the programme, may instruct to enhance or retard the progress of work during the actual execution, in order to match with the progress of foundations without attracting any claims from the Contractor. The initial programme being submitted by the Contractor should have sufficient flexibility to take care of such reasonable variations. b) The Contractor shall submit drawings showing details of slopes, shorings, approaches, sump pits, dewatering lines, fencing etc. for approval of the Engineer for adoption. (PCA.774.S034sca1) V.II-D2/S-II : 17
DCPL-K4A02 VOLUME : II-D/2 SECTION-III TECHNICAL SPEC<strong>IF</strong>ICATION FOR CEMENT CONCRETE (PLAIN & REINFORCED) (PCA.774.S034sca2)
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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 100 and 101: Title Spec. No.: PE-TS-360-620-C001
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 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
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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 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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