Bearing Piles Sample Clauses

Bearing Piles. Meter (Linear Foot) Measured from the pile driven end to the indicated cutoff elevation. If piles are ordered driven to an elevation other than that indicated, measurement will be made from the new pile driven end to the cutoff elevation indicated or directed. This will not include any portion of the tip reinforcement that extends below the driven end of the pile, if tip reinforcement is paid for separately. The unit price includes costs of furnishing and driving, cutting off, splicing, rebuilding or extending and excavating necessary for splicing and rebuilding or extending. A bearing pile that is in satisfactory condition after being driven and that meets specifications except for bearing capacity and/or stability, or because absolute refusal was attained above a predetermined pile tip elevation, will be considered acceptable for payment. If acceptable piles have to be replaced with another type of construction, and are removed or cut off, the length below the cut off elevation, or the bottom of the other construction, is the length for which payment will be made. Piles that reach absolute refusal above a predetermined pile tip elevation due to freezing resulting from discontinuous driving are unsatisfactorily driven piles, and the Department will not pay for these piles. If either augering, predrilling, spudding, pre- excavation, or jetting is directed because of these unsatisfactory piles, the additional work is to be done at no expense to the Department. The Department will not deduct the volume of concrete displaced by piles from the foundation concrete quantities. Costs associated with the use of proximity switch(es) for the monitoring of piles, as specified, will be incidental to the price bid for bearing piles.
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