Excavation procedure for dry docks structures Sample Clauses

Excavation procedure for dry docks structures. Excavation of the cut-off trenches under the dry dock walls, headwall and sill shall be by machine to a varying depth, to be determined on site and approved by QP such that the cut-off reaches generally unfractured rock, which is likely to be the Basal Simsima limestone. Immediately approval has been given these trenches shall be filled with concrete to the underside of wall or other construction. The cut-off walls are generally unreinforced and shall have a horizontal keyway formed in their top surface and the top surface shall be treated as a construction joint as specified in Part 3. All surfaces excavated to final formation level shall be presented for inspection by QP immediately on completion. Any ground at final formation level which is found on inspection to be unsuitable for founding the structure shall be removed and made up to final formation level as directed by QP. CONTRACTOR shall take all possible precautions to ensure that excavated formation is kept dry and undamaged until it is covered as appropriate by blinding or porous concrete. If the formation is allowed to deteriorate for any reason CONTRACTOR shall remove any unsuitable material and make up to formation level as directed by QP at CONTRACTOR’s expense.
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