Technology & Equipment

The technology behind BTPL's accuracy — grouped by capability. Methodology is selected per project: terrain, vegetation, accuracy class and timeline decide the sensor, not the other way around.

Aerial Mapping

UAV mapping systems for efficient large-area data acquisition — photogrammetric flights planned from the required GSD and accuracy.

  • Survey-grade mapping UAVs (RTK/PPK-enabled)
  • Mission planning & flight management software
  • Camera systems for photogrammetric capture

LiDAR Reality Capture

LiDAR systems for dense 3D measurement and terrain modelling — the method of choice under vegetation.

  • UAV LiDAR sensor systems
  • Trajectory processing against GNSS base data
  • Classification & bare-earth extraction software

GNSS Positioning

Professional GNSS/RTK technology for survey control and field observations on the project datum.

  • Multi-frequency GNSS receivers (static + RTK)
  • Baseline processing & network adjustment software
  • Field controllers with coded workflows

Engineering Measurement

Total Stations, Digital Levels and associated field instrumentation for detail survey, levelling and setting-out.

  • Total stations
  • Digital levels
  • Prisms, tripods & field accessories

Hydrographic Mapping

Positioning and echo-sounding systems for underwater terrain measurement in rivers, canals and reservoirs.

  • Digital echo sounders
  • GNSS/DGPS positioning for soundings
  • Hydrographic processing software

Processing & Drafting

In-house processing capability that turns raw field data into verified engineering products.

  • Photogrammetry & point-cloud suites
  • Terrain modelling & volume software
  • CAD/GIS drafting environments
Equipment models: a detailed schedule of instruments owned and deployed (makes, models, counts and calibration status) is available to clients on request, and will be published here after verification. Request the equipment schedule →
In the Field

Instruments Where It Matters

Real BTPL fieldwork — from reference pillars to painted GCPs to high-altitude corridors.

GNSS observation on a survey reference pillar
Static GNSS observation on a reference pillar.
Painted ground control point marker on rock
Ground control point marked and documented for aerial survey.
GNSS setup at Chang La pass at 17,688 ft
Control survey at 17,688 ft — Chang La pass, Ladakh.
Method Selection

The Right Method for the Site

Site conditionPreferred methodWhy
Open terrain, large areaUAV photogrammetry + GNSS controlFast coverage, cm-class GSD, verified by check points
Vegetated terrain / forest corridorDrone LiDARLaser returns reach the ground through canopy gaps
Dense urban detail, utilities, levels on structuresTotal station + levellingDirect measurement with complete feature capture
Rivers, reservoirs, canalsEcho sounder + GNSSUnderwater terrain sounded on a stated datum
Long linear corridorsHybrid: aerial + ground sectionsAerial productivity, ground-verified profiles
Control frameworksStatic GNSS networksAdjusted, documented, defensible coordinates

Have a Survey or Geospatial Requirement?

Share your project location, approximate scope and required deliverables. Our team will review the requirement and discuss the appropriate survey approach.