Foundations nor shall the Contractor be responsible for correction of leaks resulting from said failure.
Foundations. Below-grade repair of brick or stone foundations that does not include applying weatherproofing or sealers, and repairs to all other types of foundations.
Foundations. Special attention is given to the foundation for the main power transformer. The transformer foundation design includes an oil containment system with a water drainage system. In this area, an oil containment system sized to hold 110% of the transformer contents is provided.
Foundations. Include type (concrete or metallic).
Foundations. 1.1 Concrete foundations as per engineer’s detail.
Foundations. The minimum depth of foundations for pipeline trenches is given in relevant section of the document. Care shall be taken to avoid the interference of the foundations or any other component of the new building or structure with the foundations of adjacent buildings or structures. Suitable adjustments in the depth, location and size of foundations may have to be made depending on the site conditions. The Employer’s Representative shall accept no extra claims for such adjustments. Special attention shall be drawn to the danger of uplift being caused by a high ground water table. The foundation raft or mat shall be designed for uplift forces that are likely to be developed. Safety arrangement The activity shall include proper safety arrangement. Cost for this arrangement is deemed to be included under the respective item of works.
Foundations. Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 1 One brick walls m² 10 2 One brick walls in pit m² 19 3 4Half brick corbelling in pit m 8 FACE BRICKWORK Face bricks (purchase price of R 5000.00/1000 delivered to site excluding VAT) pointed with flush horizontal and vertical joints 4 Extra over brickwork for face brickwork in foundation m² 4 SUPERSTRUCTURE FACE BRICKWORK Face bricks (purchase price of R 5000.00/1000 delivered to site excluding VAT) pointed with flush horizontal and vertical joints 5 Half brickwork for face brick walls pointed both sides m² 32 6 One brickwork for face brick walls pointed both sides m² 68 7 Extra over brickwork for face brickwork in beamfilling m² 5 8 Fair raking and cutting m 11
Foundations. Miscellaneous equipment foundations for the bus work, disconnect switch and CT/PT units were designed in accordance with generally accepted practices of soil mechanics and the design criteria for the Xxxxxxx Station.
