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This method statement describes the procedure and inspection instructions to be followed during the application of grouting works. Method will ensure that all activities are in fully compliance with specification requirements and as per manufacturer’s standards. All necessary precautions must be taken
Below is a brief method statement that is for the demolition of existing covered walkway. Existing structure shall be removed completely, which is a cantilevered structure supported by steel elements and covered with roof tiles. Below is list of equipment for demolition
The purpose of this document is to describe the method for determining Flakiness Index, Elongation Index and Angularity Number of the given sample of aggregate. The particle shape of aggregate is determined by percentages of flaky and elongated particles contained in it.
The scope of this procedure covers best practices and checks for carrying out prior to and during the site batching of concrete. Checks prior to commencement of concrete batching activity: Basic constituents of concrete viz. cement, coarse and fine aggregates shall comply
The purpose of this method of statement is to provide general instructions for AAC Block masonry works at a construction project site. This work procedure covers AAC masonry work to be executed in the substructures/super structures of different buildings as specified in
Below is a brief instruction that is applicable to all project sites where heavy-duty tyres are in use. Repairing and replacing heavy-duty wheel assemblies presents a safety hazard because of the size and varying types of rubber tyred equipment. This Instruction outlines
This document defines and covers the methods for installation of Water Supply Piping System at a construction project site, in compliance with the approved designs and approved material submittals. Prior to installation of PPR & PEX Water Supply Piping System, the supervisor
The scope of this procedure comprises the control of waterproof membranes installation and application on flat and inclined substrates. The condition and moisture content of the substrate will be inspected and accepted by the subcontractor before commencement of waterproofing works on site.