Backfilling Foundation and Plinth Sample Clauses

Backfilling Foundation and Plinth. All shoring and form work shall be removed after their necessity ceases and trash any sorts shall be cleaned out from the excavation. All space between foundation masonry or concrete and the sides excavation shall be refilled to the original surface with approved excavated materials in layers 150mm in thickness watered and rammed with iron or wooden hammers weighing 7 to 8 kg. When the filling reaches the finished levels, surface should be flooded with water for at least 24 hours, allowed to dry and then rammed and consolidated to avoid settlement at a later stage. The filling shall be done after concrete or masonry is fully set and done in such a way as not to cause undue thrust on any part of the structure, where suitable excavated materials is to be used for refilling it shall be brought from the place where it is temporarily stacked and used in refilling. No excavation of foundations shall be filled in or covered up until all measurements of excavations, masonry filling or in plinth filling. In case back filling is done without recording measurements of foundation work, the Contractor will have to remove backfilling at his cost for taking measurements otherwise the foundation work will not be measured and will not be paid for.
Sample 1
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Related to Backfilling Foundation and Plinth

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