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Method Statement for Ground Preparation of Excavations & Service Trenches

excavation-requirements

This document covers excavation and ground preparation for the roadway and service trenches and shall include all excavation, shaping and sloping necessary for the construction, preparation and completion of all subgrade, shoulders, slopes, gutters, intersections, approaches, entrances and trenches in conformity to the alignment, grades, and cross-sections shown on the drawings or established by the Consultant. Excavation will generally be …

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Installation Of Passenger’s Elevator Hooks, Hook Beams & Divider Beams

Prior transferring materials from lay down, the foreman shall make a materials inventory at the lay down area as per approved shop drawings if the all materials required for the passenger’s elevator hooks, hook beams and divider beams are all available at site. If found the materials available at site, the foreman shall take permission from the site Engineers that …

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Procedure for Installation of Steel Structure for Pump Rooms

Installation-of-Steel-Structure-method-statement

The following Method Statement describes the procedure and equipment required for the installation of steel structure for pump room. Following equipment shall be arranged: Lifting Equipment: Tower Crane (if available) To lift the beams/Purlins structure from ground floor to the roof where  the area of installation is located. JCB or Fork Lift To bring the beams structure from laydown area to …

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Method Statement For Vibro Compaction Works

Vibro-Compaction-Works-method-statement

Vibro compaction technique is applicable and effective for the improvement of loose natural fine sands as well as the compaction of Fills.  Relative density is improved, potential for liquefaction from a seismic event is reduced, improvement depth up to 20.0 m or even much deeper can be achieved with this technique depending on the size of equipment used. Vibro compaction …

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Piling Problems and Risks During Execution Works

Collapse-of-bore-hole

The following possible risks or problems are identified with the activities involved with pile execution. Survey – Out of Positioning of the Pile The pile position shall be cross-checked by the Engineer, Contractor and Sub Contractor before the installation of pile. If any out of position of the pile (more than the allowable tolerance) has been noticed after the concreting …

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