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particular specifications (road works) - CIDCO Maharashtra Ltd.

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<strong>CIDCO</strong> OF MAHARASHTRA LTD<br />

C.A.No.01/<strong>CIDCO</strong>/SE(KHR)/EE(KHR-I)/2010–11 Pg. No. 348<br />

TESTING :<br />

A sample shall be tested for every batch of cement delivered on site on<br />

once or for every 1000 bags, whichever is more frequent. Tests shall<br />

be carried out for consistency fineness, soundness initial and final<br />

setting time, and compressive strength (IS : 4031) and the results<br />

approved by the Engineer before use of the cement in permanent<br />

<strong>works</strong>. Samples shall be taken immediately on receipt of cement at<br />

site. The methods and procedure of sampling shall be in accordance<br />

with IS:3535. The Engineer may specify other forms of sampling and<br />

tests including chemical analysis, (IS : 4032) if in his opinion the<br />

cement is of doubtful quality; the costs of such additional tests shall be<br />

borne by the Contractor. Each and every lot of cement shall be<br />

accompanied by the manufacturer’s Test Certificate.<br />

5.2 FINE AGGREGATES (SAND)<br />

5.2.1 It shall be river sand conforming to IS : 383, obtained from sources<br />

approved by the Engineer. These sands, if found coarser, shall be<br />

suitably blended with finer sand obtained from approved source to<br />

obtain the desired grading. The two types of sand will be stacked<br />

separately and their mixing in the specified proportions shall be at the<br />

Contractor’s cost.<br />

The sand shall not contain more than a total of 3% by weight of shale,<br />

clay, silt and other structurally weak particles.<br />

If permitted by the Engineer crushed stone sand produced from stones,<br />

suitable for concrete aggregate, and manufactured in special sand<br />

producing crushers such as impactors, hammer mills and processed<br />

through stone on stone, vertical shaft crushers for particle shaping and<br />

excess fines removed by suitable dust extractors. The particle shape

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