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The excavations shall be kept entirely free from water by pumping or otherwise during the progress of the works until the concrete and stone or brickwork on such foundations is set, the earth arising from such excavation shall be carried to embankment or other part of the work where the engineer may direct and in case no such depository can be found the Contractor shall remove the same from the work entirely and when the erection whatever it may be is completed the foundations shall be filled in and firmly punned round the brickwork or masonry to the surface level the surface of the ground being levelled and made good to the satisfaction of the Engineer.
The Contractor at his own cost shall keep open all railways, roads, footpaths, sewers, watercourses, canals, &c free from obstruction at all times during the term of the contract.
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| | ||style="text-align:center;" |'''Cuttings and Embankments'''
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| || The Contractor in excavating the cuttings and forming the embankments shall carry out the same in accordance with the longitudinal and cross sections and strictly adhere to the depths and heights figured thereon. The slopes shall be formed to an inclination of 1½ feet horizontal to 1 foot perpendicular for cuttings (except where otherwise shewn on the scross sections) and also for embankments, but should the engineer be of opinion that an increased or flatter slope than that shewn on the cross sections in any of the cuttings or embankments is desirable no extra price per yard will be paid to the Contractor for any increase in the excavations or alterations of embankments.
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