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PACKAGE : I Bid Document VOLUME : II - Public Health Engineering

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The fine aggregate for cement mortar for masonry and first coat of plaster should<br />

generally satisfy the following grading:<br />

I.S. Sieve Percent by wt. Passing sieve<br />

4.75mm 100<br />

2.36mm 80-95<br />

1.18mm 70-90<br />

600microns 40-85<br />

300microns 5-50<br />

150microns 0-10<br />

The fineness modules shall not exceed 3.00.<br />

The fine aggregate for cement mortar for fine joints of ashlars masonry, pointing<br />

and second coat of plaster may have the following grading:<br />

I.S. Sieve Percent by wt. Passing sieve<br />

4.75mm 100<br />

2.36mm 100<br />

1.18mm 75-100<br />

600microns 40-85<br />

300microns 5-50<br />

150microns 0-10<br />

The fineness modulus shall not exceed 1.6.<br />

IS:2116-1980 shall generally apply for sand for plaster. The fine aggregate should<br />

be stacked carefully on a clean, hard surface so that it will not get mixed up with<br />

deleterious foreign materials.<br />

Proportion:<br />

Cement and sand shall be mixed in specified proportions, sand being measured in<br />

measuring boxes. The proportions will be by volume. The mortar may be hand<br />

mixed or machine mixed.<br />

Preparation:<br />

In hand mixed mortar, cement and sand in the specified proportions shall be<br />

thoroughly mixed dry on a clean impervious platform. Fresh and clean water as<br />

specified above shall be added gradually and thoroughly mixed to form a stiff<br />

plastic mass of uniform colour so that each particle of sand shall be completely<br />

covered with a firm of wet cement.<br />

GTS : General Technical Specification. Page 79

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