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Hydraulic Rig:

Our Piling experience varies from diameter 0.20 m to 2.60 m and depth up to 60.0 m. By using state of the art Hydraulic drills, we are capable of installing piles in almost all soil conditions. Our fleet of piling drills includes Rotary Rigs suitable for drilling in restricted headroom conditions up

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Secant Pile Walls :

Secant pile walls are formed by constructing intersecting reinforced concrete piles. The secant piles are reinforced with either steel rebar or with steel beams and are constructed by either drilling under mud or augering. Primary piles are installed first with secondary piles constructed in between primary piles once the latter gain sufficient strength. Pile overlap is typically in the order of 3 inches (8 cm). In a tangent pile wall, there is no pile overlap as the piles are constructed flush to each other.

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Manual Auger Methord:

is used in Augur piling method using Augur Tripod & Hand Winch it is a method of pile foundation.

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Truck Mounted Rotary Rig (TMR, water circulation methord):

this type of method requires the truck mounted rig which is available with us. The method involves aucher boring into the ground according to the depth of the pile and the aucher rimmer varies in size according to the diameter of the pile. the hole for the required depth and by flushing the bentonite water through a whose pipe valve from the bentonite tank that is set up already with a drainage line to the tank.

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The pile boring is of DMC (direct mud circulation) type

using Bentonite drilling fluid, Mendola type pile rigs. The boring is done by dropping bailer about 1m to 2.0m fall into the borehole. Below ground level to resist the loose soil of surface falling into the borehole. The bailer is removed, and boring is proceeded by percussion hammering with a chisel by pumping Bentonite slurry (specific gravity 1.03 to 1.08) through DMC rods, at the same time the slurry whichever dislodged in the bore flows out from the casing into the settling chamber through the trenches made. This process is continued until the boring is completed. Then the DMC pipes and chisel are removed. After completion of boring, bore depth should be measured by the sounding chain.

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Tractor Mounted Rotary Rig:

this type of method is very fast and requires the tractor mounted rig which is available with us. The method involves aucher boring into the ground according to the depth of the pile and the aucher rimmer varies in size according to the diameter of the pile. the required depth including the hard strata is achieved by drilling in the ground by adding dmc rods. (Drilling capacity upto 10 mtr)