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620 Ft Borewell Drilling for a Villa in Gachibowli, Hyderabad

A borewell drilling project completed for a residential villa in Gachibowli, Hyderabad. The work involved assessing site access, selecting the appropriate drilling approach, determining casing requirements, and drilling to the final depth based on the conditions encountered at the site.

📍 Gachibowli, Hyderabad 🏠 Villa / Residential 📏 Final Depth: 620 ft 📅 August 2026

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620 ft borewell drilling project at a villa in Gachibowli, Hyderabad

LocationGachibowli

PropertyVilla

Final Depth620 ft

Diameter6.5 in

Casing80 ft

Project Snapshot

Project Details

A complete technical summary of the Gachibowli villa borewell project.

Project Detail	Information
Location	Gachibowli, Hyderabad
Property Type	Independent villa, residential
Project Date	August 2026
Final Depth	620 ft
Diameter	6.5 inch (165 mm)
Casing Length	80 ft
Ground / Formation	Top soil and weathered rock to approx. 60 ft, followed by hard granite to final depth
Result	Water-bearing fracture zone encountered; borewell yielding usable water
Pump	5 HP submersible pump installed
Duration	1 day of active drilling, plus a follow-up visit for pump installation
Rig Used	DTH (Down-the-Hole) drilling rig

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Why the project was needed

The Situation — What the Customer Needed

The property owner required a dedicated borewell to support daily household water use at a newly built independent villa in Gachibowli. The site had no existing borewell, and the property was relying entirely on tanker water at the time of enquiry.

The customer's main requirement was a functioning borewell that could support regular domestic water needs, along with a pump sized correctly for the depth once drilling was complete. No specific daily water-quantity target was provided by the customer, so this was not treated as a fixed benchmark for the project.

Customer Requirement: New borewell for daily domestic water use
Property Type: Independent villa, residential
Location: Gachibowli, Hyderabad
Main Objective: Establish a working, reliable water source for the property

What we found on site

Site Conditions

Site Access

The plot had direct road access with enough open space in the side yard for the DTH rig to be positioned without difficulty. Machinery movement into the compound did not require any structural modification, and no access restrictions were encountered.

Ground Conditions

Drilling encountered top soil and weathered rock down to approximately 60 ft, transitioning into hard granite formation from that point to the final recorded depth of 620 ft. No unusually soft or unstable zones were noted below the weathered layer.

Nearby Bore Information

Two borewells in the same layout, drilled previously, were known to reach between roughly 550–600 ft. This information was used only as general context during planning — it was not treated as a guarantee of depth or water availability for this site.

Execution

What We Did

Site Assessment

The site was inspected, road and compound access were checked, and the available information on nearby borewells was reviewed before a suitable drilling position was identified within the side yard.

Rig Positioning

The DTH rig was positioned and levelled at the identified spot, with the working area cleared and basic safety measures put in place before drilling began.

Initial Drilling

Drilling commenced through the top soil and weathered rock layer. Progress was monitored continuously, and the transition into harder rock was noted as drilling advanced.

Depth Decisions

As drilling progressed through the granite formation, the team monitored the drilling response and cuttings for indications of water-bearing fractures. Drilling continued until a fracture zone was encountered and the final depth of 620 ft was reached. No guarantee of water was assumed at any stage before this point.

Structural support

Casing Selection & Installation

Casing was required to prevent the loose soil and weathered rock near the surface from collapsing into the bore. It was not required in the underlying hard granite section, which is self-supporting.

Casing Diameter: 6.5 inch (165 mm)

Casing Length: 80 ft

Casing Type: PVC casing pipe

Installation Stage: Installed in the top 0–80 ft section, during early drilling

620 FT

Final Drilling Depth

Drilling progressed steadily through the weathered zone before slowing in the hard granite section, as expected for this formation. The final depth was selected once a water-bearing fracture zone was identified in the drilling response, rather than at a pre-fixed target depth. Reaching a greater depth does not, by itself, indicate better water availability — the result depends on whether a fracture zone carrying water is actually intersected.

Project stages

Project Timeline

Site Assessment

Site inspected and drilling location evaluated.

Rig Setup

Equipment positioned and drilling preparations completed.

Drilling

Drilling progressed through the encountered formations.

Casing

Required casing installed based on site conditions.

Final Depth

Drilling reached the recorded final depth of 620 ft.

Completion

Pump installed and final project work recorded.

Outcome

The Result

Project Completed

The borewell was drilled to a final depth of 620 ft, with 80 ft of casing installed in the upper soil and weathered-rock section. A water-bearing fracture zone was encountered near the final depth, and the bore was assessed as yielding usable water. A 5 HP submersible pump was subsequently installed to bring the water to the property's storage tank.

Final Depth620 ft

ResultWater-bearing zone confirmed

Pump5 HP submersible

Duration1 day drilling + follow-up pump visit

At a glance

Project Highlights

620 ft

Depth

80 ft

Casing

6.5"

Diameter

5 HP

Pump

1 Day

Duration

GBW

Gachibowli

Evidence from site

Project Photographs

Drilling rig positioned at the residential site in Gachibowli — Rig positioned at the residential site
Date: 12 August 2026

Borewell drilling work in progress in Gachibowli — Drilling work in progress
Date: 12 August 2026

Casing pipe installation during the Gachibowli borewell project — Casing installation during the project
Date: 13 August 2026

Drilling equipment operating at the Gachibowli site — Drilling equipment operating at the site
Date: 13 August 2026

Completed borewell work at the Gachibowli villa — Completed borewell work
Date: 13 August 2026

Project photographs: Images shown on this page are from the project described above.

Practical takeaways

What This Project Shows

Borewell depth depends on the site's actual formation, not on a fixed target set in advance.
Site access can affect how and where drilling equipment is positioned.
Casing requirements are based on the ground and bore conditions encountered, not a standard fixed length.
Nearby borewell information can provide useful context but does not guarantee the same result at a different site.
Drilling decisions may need to change as the formation changes during the work.
Project results should be documented using the actual measurements and observations recorded on site.

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