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144188195215245280

Gautamee Ground Engineering

Mumbai, Maharashtra

| GST  27AAPFG9160N1ZL

| Verified Supplier

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Gautamee is a ground engineering company specializing in the design and installation of Rotary Pile, Micropile, Under-reamed Pile, Rock Drilling (DTHH), Pre-stressed Anchors,Passive Anchors, Self Driven Anchors, Earth Retention, Ground Improvement, and Testing & Analysis on projects throughout India.
While our heritage spans four decades, we are an innovative company, continually improving and investing to the benefit of our company, our employees, our customers, our community and the environment. This achievement is reflected in the amount of repeat business we win and the number of projects we undertake for clients to whom we have been recommended. Many of our competitors have diversified over the years however; we have made the decision to concentrate on where our experience and expertise lie and to remain true specialist contractors, only diversifying within the geotechnical sector.
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Nature of Business

Service Provider

Total Number of Employees

51 to 100 People

Year of Establishment

1989

Legal Status of Firm

Partnership

Annual Turnover

Rs. 2 - 5 Crore

GST Number

27AAPFG9160N1ZL

Under Reamed Pile
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Under Reamed Pile

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When employing the rotary excavation method, an enlarged base (under-reamed), also known as bell, can be created, which increases the base bearing capacity of piles in competent soil strata.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 under-reamcan be of different shapes. The most common is the standard reamer, usually cut at 45 or 60 degree angle, with the maximum diameter of the under-ream being not more than three times the diameter of the shaft.

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. However, in difficult soil conditions such as boulder clays containing lenses of silt or sand, or in loose, non-cohesive soils, it is practically impossible to form an under-reamed pile base.

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Micropile
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Micropile

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Where sites are complicated by limited access restrictions our fleet of specialized mini and micro pile rigs enables us to offer a wide range of techniques. We can offer viable solutions on even the most restricted sites. Micro piling can be defined as small diameter piles, typically up to 300 mm diameter, where the pile load is carried structurally predominantly by the pile reinforcement. Hence micro-piles are often relatively heavily reinforced with a substantial full-length central reinforcement bar.

We can deploy piling rigs capable of fitting through doorways, being lifted on to site or use lightweight rigs where weight restrictions apply. We specialize in auger bored mini piles, bottom driven piles, drilled and rock socketed piles, bored piling, stitch piles, contiguous piled walls and micropiling.

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Rock Anchoring
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Rock Anchoring

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Primarily used in temporary shoring of Installed Cast-in-Situ Pile foundation couple with waler beam steel fabrication in large public, commercial and industrial developments, we are one of the largest contractors in this field. We have specialist expertise in delivering large, complex and technically challenging projects.In addition to the basic technique we utilize specialist adaptations to suit certain ground conditions or site requirements.

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Soil Investigation
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Soil Investigation

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Soil investigations are performed to obtain information on the physical properties of soil and rock around site to design earthworks and foundations for proposed structures and for repair of distress to earthworks and structures caused by subsurface conditions.

Additionally, Soil Investigations are also used to measure the thermal resistivity of soils or backfill materials required for underground transmission lines, oil and gas pipelines, radioactive waster disposal, and solar thermal storage facilities. A soil investigation will include surface exploration and subsurface exploration of a site. Our experienced professionals ensure to maintain accuracy in the surveying and thereby provide our clients cost effective solutions.

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Vertical Prestressed Anchors
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Primarily used in temporary shoring of Installed Cast-in-Situ Pile foundation couple with waler beam steel fabrication in large public, commercial and industrial developments, we are one of the largest contractors in this field. We have specialist expertise in delivering large, complex and technically challenging projects.In addition to the basic technique we utilize specialist adaptations to suit certain ground conditions or site requirements.

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Ground Stabilisation
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Ground Stabilisation

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Ground (or rock) passive anchors can also be used to retain structures and slopes in all forms of construction. The type and size of the anchor along with its construction method depends on ground conditions, loading and accessibility. Anchors can be used for temporary or permanent works.

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Pile Foundation
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Pile Foundation

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Rotary piles have the ability to: quickly change coring or digging tools and auger type. Bored rotary piles also have the advantage of having the reinforcement cage installed into the open bore and so can accommodate full-length reinforcement.Primarily used for large public, commercial and industrial developments as well as transport infrastructure projects, we are one of the largest contractors in this field. We have specialist expertise in delivering large, complex and technically challenging projects.

In addition to the basic technique we utilise specialist adaptations to suit certain ground conditions or site requirements; top down construction which enables above ground building to commence at the same time as the basement levels to reduce the programme; under reams for very high loads and drilling fluids such as bentonite and vinyl polymer, where the bore requires support during excavation. Rotary Bored piles can support floor slabs or loads from embankments etc. the connection would traditionally be made through a pile cap or network of ground beams. This innovative approach can save considerably on slab reinforcement and the cost/time involved in trimming pile heads.

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