| IS Code | Description | Preview File |
|---|---|---|
| SAFETY CODE FOR SCAFFOLDS AND LADDERS - SCAFFOLDS | Preview | |
| SCAFFOLDS AND LADDERS CODE OF SAFETY - LADDERS | Preview | |
| METHOD OF TEST FOR PERMEABILITY OF CEMENT MORTAR AND CONCRETE | Preview | |
| METHODS OF TESTING BOND IN REINFORCED CONCRETE - PULL-OUT TEST | Preview | |
| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - PETROGRAPHIC EXAMINATION |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - ALKALI AGGREGATE REACTIVITY |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - MEASURING MORTAR MAKING PROPERTIES OF FINE AGGREGATE |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - SOUNDNESS | Preview | |
| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - MECHANICAL PROPERTIES |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - SPECIFIC GRAVITY, DENSITY, VOIDS, ABSORPTlON AND BULKING |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - ESTIMATION OF DELETERIOUS MATERIALS AND ORGANIC IMPURITIES |
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| METHODS OF TEST FOR AGGREGATES FOR CONCRETE - PARTICLE SIZE AND SHAPE |
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| METHODS OF TEST FOR POZZOLANIC MATERIALS | Preview | |
| CODE OF PRACTICE FOR GENERAL
CONSTRUCTION OF PLAIN AND REINFORCED CONCRETE FOR DAMS AND OTHER MASSIVE STRUCTURES |
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| PROTECTIVE BARRIERS IN AND AROUND BUILDINGS - CODE OF SAFETY | Preview | |
| METHODS OF TEST FOR SOILS PART - DETERMINATION OF DRY DENSITY OF SOILS IN·PLACE BY THE CORE-CUTTER METHOD |
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| GENERAL CONSTRUCTION IN STEEL - CODE OF PRACTICE | Preview | |
| METHODS OF SAMPLING AND ANALYSIS OF CONCRETE | Preview | |
| CODE OF PRACTICE FOR EXTERNAL RENDERED FINISHES | Preview | |
| COMMON BURNT CLAY BUILDING BRICKS - SPECIFICATION | Preview | |
| BRICK WORKS - CODE OF PRACTICE | Preview | |
| PLYWOOD FOR CONCRETE SHUTTERING WORKS — SPECIFICATION | Preview | |
| DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES - CODE OF PRACTICE |
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| CONCRETE ADMIXTURES - SPECIFICATION | Preview | |
| ORDINARY PORTLAND CEMENT, 43 GRADE — SPECIFICATION | Preview | |
| PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE | Preview | |
| CODE OF PRACTICE FOR BENDING AND FIXING OF BARS FOR CONCRETE REINFORCEMENT |
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| METHOD OF TEST FOR
DETERMINATION OF TENSILE STRENGTH
BY INDIRECT TESTS ON ROCK SPECIMENS |
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| METHODS OF TEST FOR SOILS PART 39.2 DIRECT SHEAR TEST FOR SOILS CONTAINING GRAVEL SECTION 2 IN SITU SHEAR TEST |
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| METHODS OF TEST FOR SOILS PART 39.1 DIRECT SHEAR TEST FOR SOILS CONTAINING GRAVEL SECTION 01 LABORATORY TEST |
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| METHODS OF TEST FOR SOILS PART 36 LABORATORY DETERMINATION OF PERMEABILITY OF GRANULAR OD SOIL |
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| METHODS OF TEST FOR SOILS PART 35 MEASUREMENT OF NEGATIVE
PORE WATER PRESSURE |
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| METHODS OF TEST FOR SOILS PART 34 DETERMINATION OF DENSITY OF SOIL IN-PLACE BY RUBBER-BALLOON METHOD |
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| METHODS OF TEST FOR SOILS
PART 33 DETERMINATION OF THE DENSITY IN-PLACE BY THE RING AND WATER REPLACEMENT METHOD |
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| METHODS OF TEST FOR SOILS PART 31 FIELD DETERMINATION OF CALIFORNIA BEARING RATIO |
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| METHODS OF TEST FOR SOILS PART 30 LABORATORY VANE SHEAR TEST | Preview | |
| METHODS OF TEST FOR SOILS PART 27 DETERMINATION OF TOTAL SOLUBLE SULPHATES |
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| METHODS OF TEST FOR SOILS PART 26 DETERMINATION OF ph VALUE | Preview | |
| METHODS OF TEST FOR SOILS PART 25 DETERMINATION OF SILICA SESQUIOXIDE RATIO |
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| METHODS OF TEST FOR SOILS PART 23 DETERMINATION OF CALCIUM CARBONATE |
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| METHODS OF TEST FOR SOILS PART 22 DETERMINATION OF ORGANIC MATTER | Preview | |
| METHODS OF TEST FOR SOILS PART 21 DETERMINATION OF TOTAL SOLUBLE SOLIDS |
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| METHODS OF TEST FOR SOILS PART 20 DETERMINATION OF LINEAR SHRINKAGE |
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| METHODS OF TEST FOR SOILS PART 19 DETERMINATION OF CENTRIFUGE MOISTURE EQUIVALENT |
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| METHODS OF TEST FOR SOILS PART 18 DETERMINATION OF FIELD MOISTURE EQUIVALENT |
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| METHODS OF TEST FOR SOILS PART 16 LABORATORY DETERMINATION OF PERMIABILITY |
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| METHODS OF TEST FOR SOILS PART 16 LABORATORY DETERMINATION OF CBR |
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| METHODS OF TEST FOR SOILS PART 14 DETERMINATION OF DENSITY INDEX (RELATIVE DENSITY-) OF COHESIONLESS SOILS |
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| METHODS OF TEST FOR SOILS PART 13 DIRECT SHEAR TEST | Preview | |
| METHODS OF TEST FOR SOILS PART 11 DETERMINATION OF THE SHEAR STRENGTH PARAMETERS OF A SPECIMEN TESTED IN UNCONSOLIDATED UNDRAINED TRIAXIAL COMPRESSION WITHOUT THE MEASUREMENT OF PORE WATER PRESSURE |
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