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Diesel-Generator-Genset Mobilization Method

Method Statement for Mobilization of Diesel Generator Genset

Step 1: Electrical Circuit Isolation Isolate the main electrical connections and supply line from the gen-set. Cut off the main circuit breaker of the generator control panel to “stop”. Disconnect the electrical batteries connection from the genset. Disconnect the grounding cable from the battery. Step 2: Dismantling of Radiator Exhaust Ducts Mark the mating parts […]

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Electrical Method Statements
Filling-Core-Sonic-Pipes

Procedure for Filling Core Sonic Pipes

The following describes the procedure for filling core sonic pipes with cement grout. Prepare the mix as per the proposed mix design given below using following equipment’s: Mixer Piston Pump Grout hose of suitable length Grout Mix Design For Filling Core Sonic Pipes For Grout Strength 30N/mm2 Mix  Design OD Weights MSRC (Type II) 1420 kg/m3

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Civil Engineering Methods, Method Statement for Civil Works
Temporary-Retaining-Wall-Installation-Method-Statement

Method Statement for Temporary Retaining Wall Installation

The existing ground level varies between + 3.52 m DMD to + 4.29 m DMD. The working platform level for Double U wall is considered at the average ground level. A Double U channel beam wall with one layer of tie-back anchors shoring system is proposed along the four sides of the plot for a

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Civil Engineering Methods, Construction Method Statements, Method Statement for Civil Works
horizontal-bladder-tank-installation Method Statement

Method Statement for Horizontal Four Flange Bladders Installation in Tank

Visually inspect bladder for correct size and obvious defects such as perforations before starting. Lay bladder on a dry, clean surface such as a cleanly swept floor, tarp, etc. Smooth out all wrinkles and folds. Roll up the small flange necks at top and bottom of bladder, the use duct tape to tape securely so that they

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Fire Suppression System
Piling Cage Installation

Method Statement for Pile Reinforcement and Concrete Casting

Subsequent to the completion of the pile drilling, the borehole depth will be checked and verified versus the depth given on daily piling sequence and pile data.  Only after borehole depth check can the cage be lowered into the borehole.  A reference site datum level will be given to ensure the correct positioning of the

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Civil Engineering Methods, Method Statement for Civil Works
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