Site grading and earthwork planning.
Road, transmission line, or pipeline alignment.
Bridge and river crossing design.
Land development or drainage planning.
Desktop Study
Obtain base maps, satellite imagery, or existing plans.
Collect any known benchmark/control point data.
Site Reconnaissance
Visit the site to identify:
Access routes.
Obstacles (vegetation, structures, water).
Control point locations.
Control Point Establishment
Using DGPS/RTK or Total Station:
Set primary benchmarks with coordinates (UTM/local).
Fix at least 2–3 known reference points (preferably GTS or WGS84 datum).
Detail Topographic Survey
Capture:
Ground elevations at grid intervals (e.g., 10m × 10m or tighter if needed).
Breaklines and contour-defining features.
Existing roads, drains, walls, poles, trees, buildings, culverts, water bodies, etc.
Instruments: Total Station, DGPS/RTK, or Drone/LiDAR.
Cross-sections & Longitudinal Sections (for corridors)
Especially useful for transmission lines, roads, or canals.
Take readings at fixed intervals (10m–25m) and at change points.
Data Processing
Import data into AutoCAD Civil 3D, GIS, or similar software.
Generate:
Contour maps (usually at 0.5m or 1m intervals).
Spot level plans.
Longitudinal & cross-sectional profiles.
Feature maps.
Report & Drawings
Include:
Methodology.
Instrument details.
Accuracy checks.
Topographic map (plan with contours & features).
Benchmarks & coordinate tables.
CAD or GIS files.
Equipment | Use |
---|---|
DGPS/RTK | Control point establishment with high accuracy. |
Total Station | Detail topographic work, especially in areas with obstructions. |
Drone/UAV | Fast aerial mapping of large open areas. |
Auto Level | For specific leveling works if needed. |
Topographic base map (CAD + PDF).
Contour map with 0.5m or 1m interval.
Digital Elevation Model (DEM), if needed.
Feature classification (trees, drains, poles, buildings).
Sectional profiles (if applicable).
Benchmark location & coordinates.
Survey report (PDF) with accuracy and method.
To map the natural and man-made features of a land area with accurate positions (coordinates) and elevations for design, planning, and legal documentation.
Collect existing maps, satellite imagery, Google Earth overlays.
Identify project boundaries and terrain challenges.
Get permission/coordination with local landowners if needed.
Use DGPS / RTK GPS to establish georeferenced control points.
Prefer WGS84 or UTM coordinates if it's part of a larger infrastructure network.
Mark at least two intervisible permanent benchmarks (BM).
Record:
Latitude, Longitude
Elevation (MSL)
Station name & description
Use Total Station, DGPS, or Drone/UAV depending on terrain.
Capture:
Spot levels at grid intervals (typically 5m–20m depending on terrain).
Man-made features: buildings, walls, roads, electric poles, drains, fences, etc.
Natural features: trees, rivers, ponds, rocks, slopes.
Breaklines and abrupt changes in level.
For corridor projects (like transmission lines, roads), record chainage-wise L-section and cross-section.
Download raw data and process in:
AutoCAD (Civil 3D) for drafting.
QGIS / ArcGIS for geospatial outputs.
Global Mapper (optional for terrain modelling).
Generate:
Contour map (0.5m or 1m interval typical).
Topographic map with features.
Spot level map.
Digital Terrain Model (DTM) or DEM if needed.
✅ Survey Report (PDF or Doc format)
✅ Drawings:
Topographic Plan with Features
Contour Map
Cross Sections / L-Sections (if applicable)
✅ CAD file (.dwg)
✅ KMZ / SHP / CSV data (if GIS format required)
✅ Control point data sheet
Objective
Site description (terrain, accessibility, challenges)
Equipment used (Total Station Model, DGPS Brand, Drone Type)
Control point establishment details
Grid spacing used
Terrain type
Ground cover
Feature types encountered
Closing error
Calibration details (if applicable)
Drawing names, scales, file formats
Suitability of data for design
Any limitations
Item | Rate Range (INR) | Notes |
---|---|---|
DGPS Control Point Establishment | ₹3,000–₹5,000 per point | |
Topographic Survey (Total Station) | ₹5,000–₹10,000 per acre | Varies by terrain/access |
Drone Survey | ₹3,000–₹8,000 per hectare | Better for large, open areas |
Processing & CAD Output | ₹2,000–₹5,000 per sheet | |
Report Preparation | ₹1,000–₹3,000 |
Drone Photogrammetry or LiDAR (for large or difficult areas)
Hydrographic Survey if rivers/ponds involved
3D Surface Modelling
To finalize the optimal alignment of the transmission line considering:
Engineering feasibility
Terrain and accessibility
Environmental and social impacts
Cost of construction and ROW (Right of Way)
Use topo sheets, satellite imagery (Google Earth or Bhuvan), and existing GIS data.
Avoid:
Forests, wetlands, dense habitation, archaeological zones
Steep hills or unstable slopes
Reserved land, protected areas
Propose 2–3 alignment alternatives for reconnaissance.
Visit all proposed alignments.
Identify:
Ground conditions (soil, rocks, swamp, etc.)
Crossings (river, canal, road, rail, other lines)
Habitation, agriculture, forests
Access roads and construction logistics
Fix the centerline alignment using DGPS / Total Station.
Record chainages (0+000 onwards), turning points (TPs), and angle points (APs).
Note all terrain and land features along the route.
Take Longitudinal Section (L-section):
Station at every 20–30m (or less if undulating).
Additional points at breaklines, water crossings, ridges.
Prepare profile:
Elevations, ground clearances, sag, wind, and span lengths.
Apply tower spotting logic: tension towers, suspension towers, angle towers.
Use PLS-CADD or AutoCAD for spotting (if available).
Survey details of:
Rivers (banks, HFL, width, flow direction)
Railway lines (track elevation, clearance)
Roads (ROW width, type)
Other utilities (pipelines, power lines, telecom)
Conduct boreholes or DPL/N-SPT at select tower points (especially for river crossing or special towers).
Assess:
Soil strata
Water table
Safe bearing capacity (SBC)
Equipment | Purpose |
---|---|
DGPS/RTK GPS | Control points, TP/AP location |
Total Station | L-section, cross-section, detail survey |
Drone/UAV | Quick profiling in inaccessible terrain |
Auto Level | Crossings or accurate level checks |
PLS-CADD / SAG10 / AutoCAD Civil 3D | Tower spotting and profiling |
Topographic Alignment Map (with TP/AP, chainages, contours)
Longitudinal Profile of alignment
Tower Schedule (tension, suspension, angle towers)
Crossing Drawings (roads, rivers, rail)
Soil Investigation Report (if applicable)
Survey Report including:
Methodology
Equipment used
Alignment description
Observations (forest, habitation, slope, etc.)
Tower spotting criteria
Drawing | Scale | Format |
---|---|---|
Alignment Plan | 1:10,000 or 1:25,000 | CAD + PDF |
Profile Drawing | Horizontal 1:1000, Vertical 1:100 | CAD |
Tower Spotting Sheet | Span-wise | Excel/CAD |
River/Road Crossing Detail | 1:500 or 1:1000 | CAD |
Control Point Sheet | -- | CSV/Excel |
Item | Rate |
---|---|
Alignment & Profiling Survey | ₹3,000–₹6,000 per km |
DGPS Control Point | ₹3,000–₹5,000 per point |
Drone Survey (optional) | ₹5,000–₹10,000 per km² |
Soil Investigation at TPs | ₹15,000–₹25,000 per borehole |
Tower Spotting in PLS-CADD | ₹500–₹1,000 per tower |
A contour survey involves measuring and plotting the elevation of points on the land surface to create contour lines — lines that connect points of equal elevation.
Define boundary limits and purpose (e.g. road design, layout planning, etc.)
Decide contour interval:
0.25 m for flat land
0.5 m to 1 m for moderate terrain
2 m or more for hilly areas
Use DGPS/RTK GPS or Total Station to establish horizontal and vertical control.
Fix benchmarks (BM) with known elevations.
Use:
Total Station for small/medium areas.
DGPS RTK for open areas.
Drone/LiDAR for large-scale or difficult terrain.
Take spot levels in a grid pattern:
5m × 5m for detailed work
10m × 10m or 20m × 20m for larger areas
Capture:
Ground levels (natural terrain)
Break lines (edges, ridges, depressions)
Man-made features (roads, drains, walls)
Use software like:
AutoCAD Civil 3D
Surfer
Global Mapper
QGIS / ArcGIS
Steps:
Import data (XYZ coordinates)
Generate TIN surface (triangulated irregular network)
Generate contour lines at the specified interval
Label contour values clearly
Overlay features if required
Output | Description |
---|---|
Contour Map | Main output – with contour lines, labels, and terrain shape. |
Spot Level Plan | With ground elevations at each point. |
Grading/Drainage Plan | If needed, based on slope direction. |
3D Surface/DEM | Optional – for modelling or simulation. |
Project Title: Contour Survey for [XYZ Project]
Location: [Site details]
Client: [Organization]
Survey Date: [Start – End]
Objective
Instruments used
Grid/spacing and contour interval
BM coordinates and elevation
Methodology
Area covered and terrain type
Contours generated
Drawings & Data Deliverables
Contour Map (PDF + CAD)
Raw XYZ Data (CSV/Excel)
Benchmark details
Topographic base plan (optional)
Spot level grid drawing
Survey report
Item | Rate |
---|---|
Total Station Contour Survey | ₹5,000–₹10,000 per acre |
Drone-Based Contour Survey | ₹4,000–₹8,000 per hectare |
Data Processing + Drawing | ₹2,000–₹5,000 per map |
DGPS Benchmark Setup | ₹3,000–₹5,000 per point |
Drainage slope design in layout planning
Slope stability analysis for hill roads
Plot levelling in construction
Embankment height in flood zones
Riverbank profile for erosion protection
To determine the most feasible alignment for a pipeline route with accurate ground levels, cross-sections, and information on crossings, structures, and utilities to support design, hydraulic modeling, and construction planning.
Gather:
Topographic sheets (SOI)
Satellite imagery (Google Earth, Bhuvan)
Existing utility data
Define:
Start & end points (e.g., intake, pump house, treatment plant)
Approximate alignment
Sensitive areas (roads, rivers, rail, forest, urban)
Visit the corridor.
Identify:
Accessible and inaccessible areas
Existing utilities (electric, telecom, water)
Ground condition (rocky, sandy, swampy)
Water crossings, forest/rail/road crossings
Use DGPS (RTK) or Total Station to establish benchmarks.
Mark starting points (SP) and intermediate benchmarks.
Reference to known coordinate system: WGS84/UTM/local grid.
Fix centerline using DGPS or Total Station.
Take readings at:
20–25 m intervals along the centerline
Break points (undulations, curves, culverts)
Chainage markers (e.g., 0+000, 0+025…)
Record:
Spot levels
Cross-sections (±10–20 m on either side)
Features: buildings, roads, poles, trees, fences
Utilities: water, gas, sewer lines
Prepare:
Longitudinal Profile (L-Section) along the pipeline centerline.
Cross-sections at regular intervals and at important features.
Output:
Chainage
Ground elevation
Proposed pipeline invert level
Cover depth
Slope (gradient)
Provide detailed levels and measurements at:
Road crossings
Rail crossings (with clearances)
Canals / rivers (bed level, HFL, flow direction)
Bridges / culverts
At select chainages, conduct boreholes or DPL tests.
Determine:
Soil type and strength
Water table depth
Safe trench depth and bedding requirement
Deliverable | Description |
---|---|
Alignment Map | With chainages, roads, rivers, utilities, benchmarks |
Longitudinal Section (L-Section) | Chainage-wise elevation and design slope |
Cross-Sections | For trench and hydraulic design |
Topographic Map | With features and ground contours |
Control Point Coordinates | Benchmark sheet with coordinates and elevations |
Survey Report | Method, instrument, observations, challenges |
Soil Investigation Report (if done) | SBC, strata, groundwater |
CAD + GIS files | DWG, CSV, KML, etc. |
Instrument | Use |
---|---|
DGPS / RTK GNSS | Control points, alignment |
Total Station | Profiling, detailing |
Auto Level | Check levels at crossings |
Drone/UAV | Large corridors or inaccessible areas |
Soil tools | DPL, SPT, borehole rigs |
Introduction
Survey Area Description
Methodology
Instruments Used
Control Point Details
Findings (terrain, utilities, crossings)
Challenges Encountered
List of Drawings & Data Files
Item | Rate (INR) |
---|---|
Pipeline alignment + profiling | ₹5,000–₹10,000 per km |
DGPS control point setup | ₹3,000–₹5,000 per point |
Drone survey (optional) | ₹5,000–₹10,000 per km² |
Cross-section at intervals | ₹500–₹1,000 per section |
Soil testing (DPL/SPT) | ₹15,000–₹25,000 per point |
Drinking water pipeline (WTP to city)
Irrigation canal to command area
Sewerage pipelines in urban/rural areas
Oil & gas cross-country pipelines
Industrial raw water pipelines
To assess a site’s solar potential, layout suitability, shadow impact, structural condition, grid connectivity, and electrical integration feasibility.
Type | Application |
---|---|
Rooftop Survey | Urban/residential/commercial buildings |
Ground-mounted Survey | Utility-scale or industrial open land |
Floating Solar Survey | Over lakes, canals, reservoirs |
Solar Irradiance Survey | To evaluate solar energy generation potential |
Gather satellite imagery (Google Earth, Bhuvan)
Check solar irradiance data (e.g., from MNRE, NIWE, PVGIS, or Solcast)
Study grid availability, road access, terrain constraints
Site selection based on:
Land use/zoning
Slope (preferably <5–10° for ground-mount)
Distance to substation
Measure:
Rooftop dimensions, slope, orientation
Parapet height, existing structures (tanks, ducts)
Shadow mapping (trees, towers, buildings)
Check:
Roof material & condition
Access for installation & maintenance
Load-bearing capacity (approx.)
Measure:
Boundary area (using Total Station/GPS/Drone)
Slope & contours (for drainage and panel tilt)
Soil type (for foundation design – optional soil testing)
Existing vegetation/obstacles
Identify:
Nearest substation/grid point
ROW access
Water bodies, wetlands, forest, or protected land
Conduct bathymetric survey
Check water depth, wave activity, anchoring feasibility
Evaluate evacuation path and onshore facilities
Use tools like:
Solar Pathfinder, SunEye, or Helioscope
3D modeling in SketchUp or PVsyst
Map shadows across seasons and time of day
Ensure minimum shading on PV modules, especially during peak hours (9 AM to 3 PM)
Get GHI, DNI, DHI values from:
NIWE Solar Atlas
Solcast, PVGIS, or Meteonorm
Site-specific irradiance estimation (if installed: pyranometer or temporary weather station)
Document:
Nearby LT/HT line and substation
Metering arrangement
Earthing/grounding systems
Potential point of interconnection (POI)
Electrical load data (for rooftop/net metering)
Deliverable | Description |
---|---|
✅ Site Plan | Roof or ground layout with dimensions & shading |
✅ Topographic Map | For large ground-mounted plants |
✅ Shadow Analysis Report | Sun path, obstructions, shading hours |
✅ Irradiance Data | From satellite or local measurements |
✅ Structural Suitability Report | For rooftop load capacity (basic) |
✅ Evacuation/POI Map | Electrical connectivity path |
✅ Survey Report (PDF) | With photos, maps, measurements |
✅ CAD/SketchUp Layout | Optional – panel layout + tilt direction |
Instrument/Tool | Purpose |
---|---|
Measuring tape / laser rangefinder | On-site measurements |
DGPS / Total Station / Drone | For ground-mounted layout & contour |
Solar pathfinder / SunEye / mobile app | Sun path & shadow check |
Smartphone with GPS & compass | Quick rooftop surveys |
Camera / Drone | Site photos and documentation |
Type | Rate |
---|---|
Rooftop Solar Survey | ₹2,000–₹5,000 per building |
Ground-mounted Survey | ₹5,000–₹10,000 per acre |
Drone-based Topo + Solar Layout | ₹6,000–₹12,000 per hectare |
Shadow/Path Analysis + CAD Layout | ₹3,000–₹6,000 per site |
Floating Solar Feasibility Survey | ₹10,000–₹25,000 per water body |
Introduction
Project overview
Site location
Survey Methodology
Site Details
Area
Access
Terrain / Roof layout
Shading Analysis
Obstacles
Sun path diagram
Irradiance Data
Electrical Feasibility
Layout Plan
Proposed module placement
Conclusion & Recommendations
Building stakeout is the process of physically marking the foundation lines, column centers, excavation boundaries, and offsets of a building on-site using pegs, nails, lime, or paint — based on architectural/structural drawings.
It ensures:
Correct position, orientation, and level of the building.
Accurate axis alignment for columns and walls.
Proper excavation boundaries and footprint marking.
Collect:
Architectural layout and structural grid drawings
Site plan with coordinates (AutoCAD file if possible)
Ensure control points or benchmarks (with known coordinates and elevation) are already established using DGPS or Total Station
Instrument | Purpose |
---|---|
Total Station or Theodolite | For accurate angle and distance setting |
Auto Level / Dumpy Level | For transferring RLs (Reduced Levels) |
Measuring tape, pegs, nails, lime | Ground marking |
Laser level (optional) | For interior/floor stakeouts |
Transfer grid lines from the plan to the ground using a Total Station.
Mark the main X and Y grid lines using pegs/nails with reference to site boundaries.
Stake out column centerlines at their intersection points.
Use string lines or paint to connect and visualize the entire foundation grid.
Mark outer building corners based on offset distances from grid lines.
Set excavation limits wider than footing to allow for working space.
Use Auto Level to mark the Plinth Level, basement, or foundation bottom level.
Use horizontal pegs or nails in walls as level references (Batter Boards if excavation will disturb pegs).
Deliverable | Description |
---|---|
✅ Stakeout Report | With date, surveyor name, instruments, checks |
✅ As-built Drawing (Optional) | Marked location of grid points if surveyed post-stakeout |
✅ Photos of stakeout | For documentation or billing |
✅ Coordinate Table | For all grid points and column centers (optional) |
Building Stakeout Report
Item | Detail |
---|---|
Project Name | XYZ Building Project |
Location | Lucknow |
Date of Stakeout | 06/06/2025 |
Instrument Used | Total Station (Make/Model) |
Reference Benchmark | BM-01: RL = 102.50 m |
Grid Lines Set | A to F and 1 to 5 |
Elevation Fixed | Plinth Level: RL = 103.00 m |
Stakeout By | Surveyor/Engineer Name |
Remarks | All grids verified. Error within ±5 mm. |
Use offset pegs and batter boards to preserve line marking even after excavation.
Double-check angles using theodolite or Total Station resection.
If using GPS, ensure sub-centimeter RTK accuracy — not sufficient for interior columns or small buildings.
For multi-story buildings, transfer plumb line or use laser vertical alignment tools.
Task | Rate |
---|---|
Basic Building Stakeout | ₹5,000–₹15,000 per layout |
Multi-storey Layout (per floor) | ₹3,000–₹6,000 |
With elevation transfer + level pegs | Add ₹2,000–₹4,000 |
Re-check/Verification survey | ₹1,000–₹3,000 |
To capture accurate ground data along a proposed or existing alignment to:
Finalize horizontal & vertical alignment
Design road cross-section, earthworks, and drainage
Identify crossings (rivers, drains, utilities)
Plan for widening, rehabilitation, or new construction
Type | Description |
---|---|
Reconnaissance Survey | Initial broad study of possible routes |
Preliminary Survey | Fixing alignment and rough L-section |
Detailed Survey | Final alignment, L-section, cross-sections, topography |
Traffic Survey | Volume, composition, origin-destination (OD) |
Soil & Material Survey | Subgrade strength, borrow pits, quarries |
Identify alternative routes using:
Satellite imagery
Existing maps
Site visit
Observe:
Terrain
Drainage
Habitation
Obstacles (rail, river, hills, structures)
Fix at least 2–3 DGPS/RTK control points along the corridor
Mark using pillars or pegs
Benchmark for elevation (RL) transfer
Use Total Station or DGPS/RTK to capture:
Centerline (chainage-wise)
Turning points (horizontal deflection)
Spot levels, ground features
Survey width:
Rural roads: 15–20 m corridor
Highways: 30–60 m or more
Include:
Drains, culverts, bridges
Trees, electric poles, buildings
Road intersections or existing carriageways
Take levels along centerline at:
Every 10–25 meters
At vertical/horizontal curve start & end
At culverts, crossings, dips/rises
Perpendicular to the centerline at 25m or 50m intervals
Capture:
Natural ground levels (both sides, usually 10–20m each side)
Drain levels, embankments, side slopes
Map all:
Culverts, canals, rivers, nallas
Electric poles, pipelines, optical fiber, etc.
Note crossing type, dimensions, and flow direction
Instrument | Use |
---|---|
DGPS/RTK GPS | Control point fixing, georeferencing |
Total Station | L-section, cross-section, detail survey |
Drone/UAV (optional) | Quick corridor mapping |
Auto Level | RL transfer for leveling work |
Item | Description |
---|---|
Alignment Plan | With chainages, turning points |
Longitudinal Profile (L-section) | Elevation vs. chainage |
Cross Sections | At 25–50m intervals |
Topographic Map | Features and contours |
Culvert/River Crossing Drawings | Details of crossing points |
Control Point Sheet | Coordinates and elevations |
Survey Report | Methods, instruments, data accuracy, observations |
CAD Files (.DWG) | Full drawing set with layers |
SV/Excel/KMZ | Point data if GIS-based work needed |
Task | Rate (Approx.) |
---|---|
Road Survey (Detailed) | ₹3,000–₹7,000 per km |
DGPS Control Points | ₹3,000–₹5,000 per point |
Drone Survey (optional) | ₹6,000–₹10,000 per km² |
L-section & Cross-section plotting | ₹500–₹1,000 per km |
Soil Testing (if required) | ₹15,000–₹25,000 per location |
Road Survey Report – Project XYZ
Introduction
Project details
Survey scope
Methodology
Equipment used
Chainage intervals
Grid setup
Observations
Terrain
Obstructions
Water bodies/utilities
Survey Drawings List
Benchmark & Control Points
Conclusion/Recommendations
For hilly terrain, include slope % and rock outcrops.
For urban roads, detailed utility mapping is critical.
For NH/SH/PMGSY projects, follow IRC or MoRTH guidelines.