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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. 330<br />

1.20 PROTECTION AGAINST PLYING OF TRAFFIC<br />

Layers of embankment, sub-grade, pavement and shoulder during<br />

construction as also after construction shall be protected against the<br />

plying of any kind of traffic other than construction equipment, till the<br />

new construction has been finally opened to traffic.<br />

1.21 APPROVAL OF MATERIALS, EQUIPMENT AND METHOD OF WORKS<br />

For all work involving procurement of material and equipment or<br />

choice of method or work by the Contractor, it shall be understood that<br />

the contractor shall keep the Engineer apprised well in advance of the<br />

exact sources, type and description of the materials and equipment, test<br />

date for materials and methods work. The Contractor shall arrange for<br />

trial work, as required by the Engineer, for demonstrating the efficiency<br />

and adequacy of the equipment material and working method in terms<br />

of these <strong>specifications</strong>.<br />

1.22 CONTROL TESTS ON MATERIALS DURING CONSTRUCTION<br />

1.22.1 The contractor shall use material in construction as conformed to the<br />

requirements regarding composition, grading, physical properties and<br />

Engineering characteristics, as specified for different kinds of materials.<br />

For this purpose, pre construction control test shall be carried out on<br />

representative samples collected at random of materials brought to<br />

construction site or at stock-piles at the specified frequency.<br />

1.22.2 A fresh series of construction control test shall be started every time<br />

whenever there are changes in the source of the materials or in the<br />

appearance of the materials as visually assessed by the Engineer.<br />

1.22.3 Additional numbers and types of construction control tests shall be<br />

carried out if it is considered necessary to do so by the Engineer for<br />

monitoring the variability and suitable of material brought to work site<br />

or to stock-pile by the contractor.

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