ISO 9001:2015 · ISO 45001:2018

GPR Survey — Bihar

GPR Survey in Patna, Bihar — Underground Utility Detection

Soft Gangetic ground with the water table close beneath it, a metro being built through the middle of the city, and a river that reshapes what sits beside it every season.

1.5 LAKH+ KMGPR Survey Completed
100 KM/DAYPeak Survey Output
700 KMFastest 30-Day Delivery
₹1 LAKHMinimum Order Value

Twenty-two years, 1.5 lakh+ km surveyed, 100 km a day at full stretch and 700 KM in a single 30-day month, all delivered on owned fleet. A ₹1,00,000 per-project minimum applies outside Delhi NCR to cover rig and crew movement from Faridabad. NCR sites have no such floor.

Quick AnswerMezux Touch runs Ground Penetrating Radar survey across Patna — the metro corridors under construction, the congested old areas around Patna City and Ashok Rajpath, the Bailey Road and Danapur growth belt, and the industrial pockets. Soft saturated alluvium and active metro diversions both shape the work. Scope covers OFC routing, civic mapping, plot surveys and pre-crossing verification.

Soft ground and a shallow water table

Patna sits on soft Gangetic alluvium with groundwater close beneath the surface across much of the city, and closer still through and after the monsoon. Both clay content and saturation are conductive, and together they reduce achievable radar depth noticeably.

We raise this at scoping rather than after producing an inconclusive report. Where a project needs confidence below what radar reaches in this ground, complementary locating and selective physical verification are the honest recommendation.

Soft ground also matters to what follows. Bearing conditions and settlement behaviour affect any excavation or trenchless crossing here, and where our data speaks to that, it is included.

Metro construction and moved services

Metro works have required utility diversions along the alignments and their approaches, relocating services from positions they had occupied for decades. Diversion records sit with the executing agencies rather than the municipal body.

On those corridors an older drawing is obsolete rather than imperfect, and we survey on that assumption. Every issue is dated prominently so nobody plans an excavation from a stale record.

The old city and Ashok Rajpath

Patna City and the older commercial stretches carry narrow access, layered services, informal connections and records that describe intent rather than reality. Trading hours constrain working to early-morning windows and coverage is slow.

We use compact equipment with tight line spacing here and quote this ground on its own line rather than at a city-wide average.

Flood and riverside ground

Seasonal flooding and high river levels leave lasting effects below the surface. Repeated saturation and scour disturb bedding around buried services, and washout zones adjacent to drainage are a recurring finding rather than an exception.

Where our data shows loss of ground around a service, it is reported separately from the utility plan because it speaks to a different risk and calls for a different remedy.

Sectors that call us in here

Metro-adjacent and infrastructure contractors lead, needing current records on corridors where diversions have already moved services. Civic drainage and road works follow.

Telecom routing is steady, and construction plot surveys on the Bailey Road and Danapur growth belt regularly find field drains, abandoned borewells and old irrigation infrastructure beneath recent fill.

Filing in a river city

Corporation and development authority govern most city work, while the water resources department controls anything approaching the embankments and the river margin.

Embankment-adjacent approvals follow seasonal water levels rather than a construction programme, so they are identified at scoping and opened well ahead of everything else.

The report separates city ground from embankment-adjacent ground, and records the water table condition on the survey date, because both change what your excavation will actually meet.

Flood season and a moving water table

Groundwater here rises substantially through the monsoon and the Ganga's seasonal behaviour affects a wide belt inland from the bank. Saturated ground reduces achievable radar depth, sometimes considerably.

Where a programme allows, we survey outside the high-water months. Where it does not, the report carries the conditions encountered rather than presenting monsoon data as though it matched dry-season confidence.

Very soft alluvium and what it means for the works

The alluvium here is soft and fine-grained well below the depths most utilities occupy. For radar that means reasonable penetration in dry conditions; for excavation it means poor trench stability and real settlement risk beside existing services.

We report the ground character alongside the utility positions, because a trench that stands up in stiff clay will not necessarily stand up here, and a client planning shoring on a generic assumption is planning short.

Delivery Record

What our own fleet has actually delivered

1.5 LAKH+ KMGPR Survey Completed

Delivered since 2003 across every sector that puts something below ground, in 28+ States/UTs, on company equipment throughout.

UP TO 100 KMDaily Survey Output

Peak sustained daily output on open corridors running day and night shifts on our own fleet. Very soft alluvium and a seasonal water table make trench stability and depth the governing questions, not kilometres.

700 KMSurveyed in 30 Days

Our best recorded month: seven hundred kilometres delivered inside thirty days on company-owned equipment.

250 KMSurveyed in 30 Days

Another 30-day delivery at comparable intensity, showing the capacity is sustainable rather than exceptional.

14Company-Owned GPR Systems

Owned outright and operated by our own crews, which removes the single most common cause of a survey start slipping.

22 YEARSUnderground Since 2003

Working underground since 2003 across every sector that buries infrastructure, under independently certified management systems.

Frequently asked questions

Soft Gangetic alluvium with a shallow water table is conductive on both counts, and conductive ground absorbs radar energy. We state achievable depth for your location rather than a citywide figure.

On metro-affected corridors, no — treat them as obsolete. Diversions have relocated services from decades-old positions, and the records sit with executing agencies rather than the municipal body.

Yes. Saturation rises and radar penetration falls further. Where the programme allows we time around it; where it does not, the report states the conditions actually encountered.

Regularly. Repeated saturation and scour disturb bedding around buried lines, and washout zones next to drainage are a recurring finding. We report those separately from the utility plan.

Yes, with compact equipment in early-morning windows before trading begins. Coverage is far slower than open corridors and quoted on its own line.

We say so and recommend complementary locating or selective verification at the points that matter. Presenting a shallow result as full-depth clearance would be the more dangerous answer.

On open ground with day and night shifts we have held up to 100 km a day using company-owned equipment. The strongest month we have logged is 700 KM of survey in 30 days. In total we have completed more than 1.5 lakh km of GPR survey. Realistic pace for a specific route is set by congestion, working windows and the deliverable agreed.

Excavating near Patna's embankments?

Tell us how close to the river you are — trench stability and approval timing both follow that.

Get a Survey Quote+91 99100 10209

GPR survey in Patna — deliverables, ground data and detailed questions

Working in Patna means working through very soft Gangetic alluvium with a seasonally high water table, which puts achievable depth at typically 1.5 to 2.5 metres, falling further through and after the monsoon. That range, rather than the survey rate, is what decides whether radar alone can clear your excavation. Beyond that range we recommend complementary methods at scoping instead of returning a drawing that cannot answer the question.

How the survey is run here

Line spacing here answers to the material rather than to a company default. Cross-lines are tightened wherever the material could imitate a service on a single pass. Rather than calibrating once, we do it as the ground shifts, which is the only way depths along a mixed route can be read against each other. The work is done by directly employed crews on company-owned systems, with no critical activity sub-let.

What you receive

Layered CAD in DWG following your convention, with every line attributed by depth, by how it was detected and by how far it can be relied upon. GIS output as SHP or KML for clients holding a spatial database, plus a PDF set for wider circulation. A signed report documenting extent of coverage, depth by section, no-access zones and the qualifications that apply. On Patna work the report also records the authorities involved — Patna Nagar Nigam, the water resources department near the embankments, state PWD, the metro corporation — because the deliverable has to satisfy whichever of them receives it. We keep the underlying data, which matters when a drawing is questioned during a claim rather than during construction.

Beyond the basics

Why is trenchless method recommended here? Because the alluvium is soft well below utility depth. A trench that stands a shift elsewhere does not stand here.

Does the river set the working year? Yes. Groundwater across a wide belt inland rises through the monsoon and recedes slowly, which governs excavation more than rainfall does.

Do you work near the embankments? Yes, with the water resources department involved and approvals following seasonal water levels rather than a construction programme.

Is dewatering usually needed? Frequently, and we price it as its own line rather than folding it into a metre rate.

Do you survey inside buildings? Yes, for slab and structural scanning, which uses different equipment and is priced per opening or per area rather than per kilometre.

Terms used on this page

Embankment — a flood-protection structure whose surroundings are governed by the water resources department. Trench stability — the ability of an excavation to stand unsupported, poor in soft saturated alluvium. Dewatering — actively removing groundwater from an excavation so it can be worked safely. Quality level — a SUE grading describing how utility information was obtained, from records only through to physical verification. Confidence grade — a stated reliability level attached to each detected feature rather than a blanket claim across the drawing.

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Bharti Airtel
Tata Communications
TCIL
Reliance Jio
Gigatel Networks
RailTel
MTNL
BSNL
Vodafone Idea
P2P Networks