All necessary clearing and grubbing and topsoil excavation (where necessary) will be completed prior to the beginning of the excavation. The location will be demarcated to show the limits and depths of the excavation. Disturbing and spoiling material and vegetation outside of the expropriation limits will be avoided to the extent possible. The excavation will […]
Structural Excavation and Backfill General Tips Read More »
Civil Engineering Methods
Diaphragm & Guide Walls Requirements The design and construction of the diaphragm wall including all its associated works such as guide walls, anchors, etc., shall be the responsibility of the Contractor and shall take into account the actual site, ground conditions, the equipment to be used and the local authorities requirements/regulations. The design and construction of
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Civil Engineering Methods
The work specified herein includes the design, documentation, furnishing, and installation of earth retention systems for excavations. The earth retention system shall be either singular or multiple stages comprised of soldier piles and laggings, sheet pile wall and bracing, raker or timber sheet pile wall bracing or secant piling bracing and tie-back systems or cantilever
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Civil Engineering Methods, Technical Articles
The purpose of this procedure is to define how the wall panel installation and fabrication at a construction site shall be carried out under the controlled conditions. Scope of work under this method statement covers the detailed procedure to be followed for fabrication, supply and installation of wall panels as per approved shop drawings and
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Civil Engineering Methods, Construction Method Statements, Method Statement for Civil Works, Method Statements
The piling contractor shall submit to the consultant the piling forms and formats for approval prior to the commencement of piling works. Piling contractor shall maintain and provide all the record for each pile driven. Handling and Storage of Piles The piling contractor shall ensure that all piles are stacked correctly with timber being placed
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Civil Engineering Methods, Construction Method Statements, Method Statement for Civil Works, Method Statements
Below road works method statement covers the construction of Dry Lean Cement concrete sub-base for cement concrete pavement in accordance with requirement of roadwork specifications in conformity with the lines, grades and cross sections shown on the drawings and or as directed by the consulting engineer. The road construction shall be done in compliance with
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Civil Engineering Methods, Roadworks
This macadam work method statement covers laying and compacting clean, crushed, graded aggregate and granular materials premixed with water into a dense mass on a prepared Granular Sub base Course to specified lines, grades and cross sections as shown in drawings, subject to a minimum thickness of 75 mm and max. of 200 mm. References
Method Statement for Wet Mix Macadam (WMM) on Granular Sub Base Read More »
Civil Engineering Methods, Method Statements, Roadworks
This method statement is applicable for collecting samples for concrete before and during concrete pouring activities and doing the standard tests. The aim of this civil works method statement is to provide and maintain effective quality control procedures and to execute the work in compliance to standard and good practice at all stages and activities
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Civil Engineering Methods, Method Statement for Civil Works, Method Statements, Quality Management