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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. 326<br />

and the testing procedure/ laboratory where tests are to be carried out<br />

shall be specifically brought out and agreed to prior to the signing of<br />

the Contract. The Contractor shall furnish to the Engineer a certificate<br />

of compliance of tests carried out. In addition, tests reports from<br />

manufacturer clearly identifiable to the lot of materials shall be<br />

furnished at the Contractor’s cost. The decision of the Engineer<br />

regarding testing procedure and <strong>specifications</strong> shall be final and<br />

binding on the Contractor.<br />

1.15 BASIC MATERIALS :<br />

1.15.1 Cement :<br />

Ordinary Portland cement shall conform to IS 8112 (Grade 43) and IS<br />

12269 (Grade 53) only for PCC, RCC shall be used. Cement shall be<br />

stored as per relevant clauses of MORTH <strong>specifications</strong>.<br />

1.15.2 Coarse Aggregates :<br />

The size and quality of coarse aggregates for all concrete <strong>works</strong> shall<br />

conform to IS 383. They shall be tested as per relevant IS practice.<br />

Size : For RCC and PCC <strong>works</strong>, the maximum nominal size of coarse<br />

aggregates shall conform to Section 1705 of MORT & H <strong>specifications</strong>.<br />

Gravel : This shall not be permitted to be used for any concrete <strong>works</strong>.<br />

1.15.3 Fine Aggregates :<br />

1.15.4 Water :<br />

Grading and quality of fine aggregates shall conform to IS 383 and<br />

shall be tested as per relevant IS code practice.<br />

a) It shall be clean and free from deleterious materials and shall<br />

conform to IRC 21.

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