Skip to main content
ISO 9001:2015 · ISO 45001:2018

DGPS survey — Kerala

DGPS Survey in Thiruvananthapuram for Coastal Plots

Control points with true sea-level heights for coastal plots, Technopark-side sites and Vizhinjam-area land, planned around palms and two monsoons.

Get a written quoteCall +91 99100 10209WhatsApp

Control on the Kerala coast
SINCE 2003Survey work across India
4 DGPS SETSBase + rover, company-owned
UTM 43NCoordinates for the city
1 DAYTeam member in the city

Quick AnswerA DGPS survey in Thiruvananthapuram fixes numbered marks with UTM zone 43N positions and true sea-level heights, both to roughly 1–2 cm. On low coastal ground, a few centimetres of height can decide a flood margin. Corrections stream from a reference network where one serves the site, otherwise from our base, and marks are kept clear of palm crowns. Plots begin at ₹12,000 plus GST and any travel cost if applicable. The service as a whole is described at DGPS survey for Thiruvananthapuram sites.

Cents, floors and flood margins: what a DGPS survey in Thiruvananthapuram leaves you

You receive numbered, durable marks on the plot, fixed within 1–2 cm horizontally and 2–3 cm vertically; plans, boundary checks and building layouts drawn afterwards all start from them.

In a city where land is valued by the cent and plots are often narrow, a few centimetres do matter. A DGPS survey in Thiruvananthapuram matters for heights too. Between Shanghumukham and Valiyathura, and on south past Kovalam to Vizhinjam, the shore strip rises only a few metres above the waves. That leaves little room between a new floor slab and the water a storm might bring. Heights tied properly to mean sea level, and not to an arbitrary site datum, let engineers judge that margin honestly.

Does Kerala's reference network change how we work?

Possibly. For its digital resurvey, the state's Survey and Land Records department has been setting up continuously operating reference stations (CORS). Where that service can be used on a job, the rover draws its corrections there instead of from our own base. We still carry our base and rover sets, because coverage, access and mobile signal vary, and on a big job a local base gives an independent check.

network serverCorrections from a CORS network, or from our own baseCORS 1CORS 2CORS 3rovervirtual referencemobile dataown base (fallback)
Illustration: on a network, a server blends readings from the stations around the site into a virtual reference beside the rover. If the mobile link fails or the network does not reach, our base over a known mark supplies the corrections.

The report names the correction source, lists the reference marks and prints the checks, so a reviewer years from now can trace how each coordinate came about.

On its own, the Global Positioning System gives satellite-based positioning that wanders by a few metres, since the atmosphere delays GPS signals on their way down. A differential global positioning system cancels most of that delay. Our base station occupies a known point, and a CORS mast plays the same part as a reference station when the state network is used. In both cases the field GPS receiver applies the correction, which is how DGPS works to bring a Kovalam or Kazhakoottam corner down to centimetres. On larger jobs, ground-based reference stations and our local base check one another.

What about coconut palms and monsoon cloud?

Palms are the bigger problem; cloud does not affect satellite signals, but heavy rain stops field work. Thiruvananthapuram's residential areas are thick with coconut and jackfruit trees, and their crowns block and scatter signals. Marks therefore go into clear courtyards, onto flat roofs or along the roadside. A part-shaded mark gets a long sitting, and anything deeper under the fronds is reached by instrument traverse. Rain comes twice a year here, with the south-west monsoon from June and the north-east one from October, and bigger jobs are timed for the dry gaps whenever possible.

Which coordinate system will your drawing use?

Eastings and northings on UTM zone 43 North, computed from WGS84, and levels above mean sea level. The city sits at about 76.9° East, inside zone 43N. Receiver heights refer to the ellipsoid, and a geoid correction converts them into sea-level figures. Near the backwaters and the beach, where small figures matter, we also hunt for a surviving benchmark, occupy it and print any offset.

Coastal control marks: specification

CoordinatesZone 43N grid on a WGS84 basis, sea-level heights
Quality in the open±1–2 cm horizontally, ±2–3 cm vertically
Correction feedState CORS where usable; else our base
Palms and jackfruitMarks shifted into clearings; instrument traverse beneath the crowns
Field seasonDry gaps between June and October rains, and after
HandoverCSV coordinates, DWG and PDF sheets, KMZ for Google Earth, emailed within roughly three working days

For sites further down the coast or inland, see our page on survey coverage in Thiruvananthapuram.

How are the points marked on sand and laterite?

Differently, because the two grounds respond in opposite ways. Beach sand lets a peg drift after one downpour or a passing lorry. Close to the shore we prefer to drive a nail into existing concrete, such as a culvert, a compound-wall footing or a paved yard. Failing that, a small pillar is sunk beneath the loose upper layer. On laterite the ground is firm once you are past the surface crust, and a drilled steel pin grouted into it holds for years. Every mark is photographed, measured to two nearby fixed features and described on a card, so your contractor or a later surveyor can find it again without us.

Which projects in the city use control points?

Building sites near Technopark and along the Kazhakoottam corridor, land around the new port at Vizhinjam, layouts on the city edge, and road and drain works. Levels and contours hung on the same marks are drawn by our topographic survey in Thiruvananthapuram team. Around East Fort and the Chalai bazaar, where buildings press together, read who to call for total station survey in Thiruvananthapuram. Before any trench or foundation beside a road, also see GPR survey in Thiruvananthapuram.

For land across the border in Tamil Nadu, read DGPS survey in Chennai: scope, time and cost.

What does a DGPS survey cost here?

From ₹12,000 for a plot of up to 1 acre; ₹2,500 per acre for 1–5 acres with ₹12,000 as the minimum; ₹3,000 per control point along a route.

  • Plot of up to 1 acre: from ₹12,000.
  • 1–5 acres: ₹2,500 per acre (minimum ₹12,000).
  • Route control: ₹3,000 per point.
  • Mobilisation, if applicable: in the written quote.

GST is extra. One of our surveyors lives in Thiruvananthapuram, so work starts immediately or within a working day of booking. With the site pin and a line on the purpose, you can send us your Thiruvananthapuram site details.

Frequently asked questions

Where does the D in DGPS come from?

Differential GPS: corrections from a reference receiver remove most satellite errors. Read our DGPS full form guide.

How long does a boundary check take?

A house plot is normally a single site day; details are in how long a land surveyor in Thiruvananthapuram takes.

Can you use the government CORS network?

Where it is available to the job, yes. Otherwise we run our own base, and the report says which was used.

Do coconut trees stop DGPS?

They weaken the fix. Marks go in open ground and an instrument works beneath the fronds.

Will heights match flood maps?

Our heights are above mean sea level. Check which datum the flood map uses; we can state the difference if you share it.

Is field work possible during the rains?

Between showers, yes. Long jobs are better planned for drier weeks.

Get a written quote for DGPS work in Thiruvananthapuram

Written by Saniya Parveen · Technically reviewed by Rahul Rai · Updated 8 November 2026