Know the ground first
Most foundation surprises are investigation problems, not construction problems. We drill, sample and test the ground before anyone commits to a depth — and we report it in a form a structural designer can work from directly.
Rotary and percussion rigs, standard penetration testing, undisturbed sampling and permeability tests, with laboratory work through NABL-accredited partners and interpretation by our own engineers.
Rotary and percussion boring to 60 m
NABL-tied laboratory testing
Bearing capacity and settlement analysis
Recommendations your designer can use
60 m
Maximum borehole depth
SPT / UDS
Sampling methods
7–10 days
Typical report turnaround
NABL
Laboratory accreditation
How we do it
Written down before mobilisation, so nobody discovers the plan halfway through the dig.
Plan the grid
Borehole positions and depths set against the footprint and the loads it will carry.
Drill & sample
Rotary or percussion boring with SPT at intervals and undisturbed samples in cohesive strata.
Laboratory testing
Classification, shear strength, consolidation and chemical tests through accredited labs.
Interpret & report
Borelogs, strata sections, bearing capacity, settlement and a clear set of recommendations.
Where it is used
Some of the situations clients bring this service to us for.
New build feasibility
Establishing founding levels and foundation type before a design is committed.
Deep basements
Water table, permeability and strata data that set the retention method.
Infrastructure corridors
Borehole lines along a metro alignment, bridge or elevated corridor.
Existing structures
Investigations for extensions, additional floors or distress diagnosis.
180+
Projects delivered
On record
Verticality logs, cube results, test certificates and daily safety sheets are collected as the work happens and issued weekly — not assembled the week before handover.
Frequently asked
Something else on your mind? Call the office — an engineer answers, not a call centre.
It depends on footprint and load variability — typically one per 1,000 m² with a minimum of three, deepened until strata are consistent.
Fieldwork is usually a week; the interpreted report follows 7–10 days after the laboratory results.
Both. You get raw logs and test sheets plus bearing capacity, settlement estimates and recommendations signed by our engineer.
Yes — compact rigs, night working and clean-up regimes for investigations inside operating premises.
Also from Wardha
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