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Thiru P. MANICKAM founder of this firm, during 1950's started taking contracts in PWD, in his name. Later during 1968 he estabilished M/s. P. MANICKAM & CO., and continued taking works in CPWD, T.N.H.B, Corporation of Madras. M/s. P. MANICKAM & CO., was standing contractor and executed major works, in Madras General Hospital, Kilpauk Hospital, Stanley Hospital, Guindy Engineering College, Vetenery College, 99 Nos CPWD Quarters in Ashok Nagar and so on. Now M/s. P. MANICKAM & CO., is regular contractor in Anna University for past 30 years and also doing contracts, with Southern Railway, Integral Coach Factory, TNPHC, CPCL, CPWD and one of the major Piling Contractors, Bridges & Earth Movers.+ Read More

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Sand & Lime Pipe Service
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Sand & Lime Pipe Service

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  • We undertake sand piling projects for commercial as well as residential construction areas.
  • We have gained a very good reputation by providing high quality service at competitive prices.
  • We have completed en-number of projects in successful manner.
  • We undertake lime piling works for residential and commercial constructions.
  • We have completed number of projects and given them thriving end.

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Load Testing Service
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Load Testing Service

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Udayam piles aims to provide quality testing methods and analysis techniques not only for testing piles but also for revaluation both before, during and post installation of piles. These testing tools are applicable to all type of piles, be it driven or cast-in-situ.
Pile load test are usually carried out:
  • To obtain back-figured soil data that will enable other piles to be designed.
  • To confirm pile lengths and hence contract costs before the client is committed to overall job costs.
  • To counter-check results from geotechnical and pile driving formulae
  • To determine the load-settlement behavior of a pile, especially in the region of the anticipated working load that the data can be used in prediction of group settlement.
  • To verify structural soundness of the pile.

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Marine And Off-shore Piling Services
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In the case of pre-cast driven pile, the piles are cast in a specially made platform/casting yard The piles are generally square shaped up to a maximum size 400 mm sq. Occasionally octagonal shape is also used.Well designed casting and stacking arrangements are practiced at site. The pile is driven to a set using drop hammer selected based on the size, pile weight and capacity requirement All the advantages of driven cast in situ piles are available in this case also.

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Touch Pile Service
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Touch Pile Service

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  • Touch piles is a temporary or permanent retaining wall commonly used for excavations in urban areas.
  • Touch piles are most suitable in conditions where well constructed walls will not result in subsidence such as over-consolidated clays, soils above the water table if they have some cohesion, and free draining soils which can be effectively dewatered, like sands.
  • They consist of multiples piles spaced apart from each other to support a change of elevation.
  • Touch pile Shoring is very versatile because the size of the piles and the spacing between them can be adjusted to site soil conditions.

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Bore Pile Service
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Bore Pile Service

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  • Bored pile is another type of reinforced concrete pile which is used to support high building which has heavy vertical load. Bored pile is a cast-in-place concrete pile where the bored piles have to be cast on construction site.
  • Bored piling is cast by using bored piling machine which has specially designed drilling tools, buckets and grabs, it’s used to remove the soil and rock.
  • Normally it can drill into 50metres depth of soil.
  • T he advantage of bored piling is its’ drilling method, little vibration and lower noise level.
  • Bored piling is popular to be used in construction as a foundation especially for bridge work and tall building as well.
  • Also bored piles are able to penetrate moderately hard bedrock materials more easily than other methods.
  • They are unsuitable where the ground water level on the retained side is high.

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Tractor Mounted Pile
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Tractor Mounted Pile

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Tractor mounted hole is variously used in residential plots, hospitals, multicomplex,shopping malls etc.using traction mounted pile large dia pile holes are made.this is widely accepted method because it is highly compact, economical and faster in work.the main advantage of tractor mounted pile is that it doesn’t produce any vibrations or repoting sound.

This type of pile is widely used in big construction to make a strong foundation.

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Bored Compaction Pile Service
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Bored compaction piles are the modification of under-reamed pile. These piles are cast-in-situ piles which combine the advantages of both bored and driven pile. The method of boring the piles and concreting the pile is the same as that for the under-reamed pile, except that the reinforcement cage is not placed in the bore hole before concreting. After the concreting is over, the reinforcement cage is driven through the freshly laid concrete. Due to this feature, the compaction of surrounding soil as well as concrete are effected and the load-carrying capacity is increased by 1.5 to 2 times over normal under-reamed piles. These piles are particularly suitable in loose to medium dense sandy and silty strata. Also in cases of loose strata, overlying the dense strata specially in submerged soils, these piles can be sued with advantage. In such conditions, it is difficult to reach the desired depth in the case of bored piles normally without loosening the strata at pile toe.

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Under Reamed Piling Services
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  • Under reamed piles have mechanically formed enlarged bases that have been as much as 6 m in diameter. The form is that of an inverted cone and can only be formed in stable soils. In such conditions they allow very high load bearing capacities.
  • In its closed position, the under reamer fits inside the straight section of a pile shaft, and can be expanded at the base of the pile to produce the enlarged base.
  • The cost advantages of under-reamed piles are due to the reduced pile shaft diameter, resulting in less concrete needed to replace the excavated material.
Under reamed piles are of two types:
  • Precast under reamed piles
  • In-situ cast under reamed piles

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