Supporting Trench Excavations Sample Clauses

Supporting Trench Excavations. An excavation must be properly supported or the sides adequately battered to a safe angle as soon as the excavation reaches 1.5 m. The Contractor shall well and effectively support the sides of all trench excavation. This support shall include the use of steel sheet piles, where necessary, to prevent any fall or run from any portion of the ground outside the excavation into the trench and to prevent settlement of or damage to structures adjacent to the excavation. The Contractor shall be deemed to have made his own allowance for shoring up the sides of trenches, any extra excavation necessary to provide space for such support and for any other working space. If for any reason any portion of trench excavation shall give way, the Contractor shall at his own expense take all necessary remedial measures including the excavation and removal of all the ground thereby disturbed. The Contractor shall not remove temporary works supporting the excavations until in the opinion of the Engineer or his Representative the permanent work is sufficiently advanced to permit such removal, which shall be executed under the personal supervision of a competent xxxxxxx. Any advice, permission, approval or instruction given by the Engineer or his Representative relative to such support or the removal thereof shall not relieve the Contractor from his responsibilities under the Contract. All temporary works supporting the excavation shall be removed during backfilling unless previous approval has been obtained from the Engineer or his Representative Where temporary supports have been used in the excavation any such supports left in because it is impracticable to remove them shall be left in at the expense of the Contractor.
Sample 1
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Related to Supporting Trench Excavations

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  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

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  • TRENCH SHORING If this Contract is in excess of $25,000 and is for the excavation of any trench deeper than five (5) feet, Contractor must submit and obtain District’s approval and acceptance, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

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  • Trench Rock Trench rock is defined as any material that must be removed from a trench that cannot be excavated with a hydraulic excavator having a bucket curling force rated at not less than 18,300 pounds (Caterpillar Model 215 or equivalent) and occupies an original volume of at least one-half cubic yard.

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