Disposal of Surplus Excavated Materials. Add the following: “Spoil areas, which may be used for the disposal of surplus construction materials on Thruway right-of-way, are shown on or listed in the contract plans and/or the contract proposal. Disposal of surplus construction materials in any other areas on Thruway right-of-way, without the written permission of the Division Director or designee, is prohibited.” Section 400 HOT MIX ASPHALT SECTION 401 – PLANT PRODUCTION 401-1 DESCRIPTION. Add the following: “The Engineer is responsible to maintain a program of quality documentation, quality assurance, inspection, and sampling to provide reasonable assurance to the Thruway Authority, as Owner, that both hot mix asphalt materials and pavements in the completed construction substantially conform to contract requirements. The Engineer shall be afforded access to the Contractor’s or Producer’s plant, equipment, and testing results for checking the performance of the Contractor’s approved quality control procedures. The Contractor shall provide labor, equipment and traffic control to take samples and to assist the Engineer in checking grades and surface smoothness, costs thereof to be included in the bid prices for the individual items. In areas where there is an apparent or suspected deficiency, the Contractor shall collect core samples for the Engineer on request. The Contractor shall patch all areas where samples are taken with hot mix asphalt properly tamped to fill all voids and struck off flush with the surface, A.O.B.E. The Engineer will review and verify the performance of the Contractor’s Quality Control Plan. Finding Contractor failure to competently perform Quality Control as submitted shall constitute cause for total rejection of the involved paving and/or other action as may be indicated by the finding. The Engineer may at any time, notwithstanding previous sampling, reject and require the Contractor to dispose of any batch of bituminous mixture that does not meet mix design properties and/or specification requirements due to temperature, oxidation, contamination, segregation or incomplete coating of aggregate. Such rejection may be based on only a visual inspection, see also section 105-08. The Engineer’s Testing Laboratory is responsible to perform quality assurance testing as delineated in the Item Specification and in Materials Method 5.16. The Contractor’s attention is directed to the fact that NYSDOT MM5.16 and other inspection methods employed by the Thruway Authority are quality ass...
Disposal of Surplus Excavated Materials. No excavated materials shall be removed from the site of the work or disposed of by the Contractor except as directed or approved. Surplus excavated materials suitable for backfill shall be used to backfill normal excavations in rock or to replace other materials unacceptable for use as backfill; shall be neatly deposited and graded so as to make or widen fills, flatten side slopes, or fill depressions; or shall be neatly deposited for other purposes within a haul of one mile from the point of excavation; all as directed or approved and without additional compensation. Surplus excavated materials not needed as specified above shall be hauled away and dumped by the Contractor, at his expense, at appropriate locations, and in accordance with arrangements made by him.
Disposal of Surplus Excavated Materials. 4.3 The contractor shall at all time keep the site free from all surplus earth, surplus materials, and all rubbish which shall arise from the works and should dispose of the surplus excavated materials as ordered by the Engineer failing which it will be done at the cost of the contractor and cost will be deducted from his dues.
Disposal of Surplus Excavated Materials. 26.1 All the surplus earth excavated from foundation of building shall be utilized by the contractor for filling in acquired area irrespective of lead or / and lift involved and dressed to the exact profile in layers duly watered and rammed as directed by the Engineer, for which no extra payment shall be made except for lead and lift involved as per USSOR-2010.
