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Volume-IF - JantERmantER

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DCPL-K4A02<br />

2.3.0 Codes and Standards<br />

All works under this specification, unless specified otherwise, shall conform<br />

to the latest revision and/or replacement of the following or any other Indian<br />

Standard Specifications and Codes of Practice. In case any particular aspect<br />

of work is not covered specifically by Indian Standard Specification any other<br />

standard practice as may be specified by the Engineer shall be followed :-<br />

IS:1200<br />

(Part-I)<br />

IS:2720<br />

(Part-II)<br />

IS:2720<br />

(Part-VII)<br />

IS:2720<br />

(Part-xiv)<br />

IS:2720<br />

(Part-xxix)<br />

IS:2720<br />

(Part- xxviii)<br />

IS:3764<br />

IS:4081<br />

IS:4701<br />

Method of Measurement of Building and Civil<br />

Engineering work; Part - I Earthwork.<br />

Determination of Moisture Content<br />

Determination of Moisture content / Dry Relation<br />

using Light Compaction.<br />

Determination of Density Index (Relative Density)<br />

of cohesionless soils.<br />

Determination of Dry Density , in place, by core<br />

cutter method.<br />

Determination of Dry Density of soils, in place,<br />

by sand replacement methods.<br />

Safety code for Excavation work.<br />

Blasting and Related Drilling Operations<br />

Earthwork on canals<br />

2.4.0 Conformity with Designs<br />

The Contractor is to carry out the work as per the drawings issued to him<br />

and/or Contractor's drawings which are approved by the Engineer and/or the<br />

Engineer's instructions.<br />

2.5.0 Materials to be used<br />

2.5.1 General<br />

All materials required for the work shall be of best commercial variety<br />

and approved by the Engineer.<br />

2.5.2 Borrow Material<br />

(PCA.774.S034sca1) V.II-D2/S-II : 2

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