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Design · Model · Transform

Infrastructure design,
in minutes.

Rule-based generative design. Your engineering rules in — complete, validated designs out.

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Input livdes://session/01
›
7 piers · 6 spans · clash-free
Live Validated on live metro, highway & data-centre projects · independently geotech-verified
IFC DWG DXF PDF XLSX BIM
How it works

One engine, end to end.

Inputs in. Validated artefacts out. Every deliverable from the same model.

01 · INPUT
Your inputs
Chainage, spans, soil profile, load classes.
02 · ENGINE
Rule-based engine
Your engineering rules, applied.
03 · MODEL
3D model
Geotech-validated, clash-free.
04 · DELIVER
Drawings & BOQ
Derived from the same model.
Engine Validated at every step.
One engine, every domain

Engineered for all of  infrastructure.

The same rule-based engine generates, validates and documents across infrastructure types. A few of the things teams ship with LivDES.

Metro & Rail Live
3D viaduct model — piers, pier caps and deck generated by LivDES CH 100+000 → 267+000
› generate viaduct, chainage 100→267, pier_height 50m
  • 56 piers · 224/224 load combos
  • Bearings, pier caps & piles placed
  • GAD, sections & BOQ out
Explore Metro
Data Centres Live
95 RACKS · 2.8 MW · N+1
› generate datacentre, racks 95, density 30kW, redundancy N+1
  • Hall layout, power & cooling sized
  • 5 trades coordinated · 0 clashes
  • Equipment schedule & BOQ
Explore Data Centres
Roads & Highways Beta
NH-44 · 12.4 KM · 6-LANE
› generate highway, length 12.4km, lanes 6, design_speed 100
  • Alignment, profile & super-elevation
  • Earthwork cut/fill balanced
  • Pavement & cross-section BOQ
Explore Roads
Everything in one place

Everything the team needs.

Six capabilities. One model. Zero hand-offs.

Generation Rules
Generate 3D Model
Girder Bearing Pier Cap Pier Pile
Settings
Spacing (m)
28
Clearance (m)
50
✓Include Start
Girder Parameters
Length
27.5 m
Exp. joint
0.5
Material
Concrete · Standard▾
Segments3 segments
CLASH DETECTION · MEP × VIADUCT1 clash
Viaduct piers — structural model
HVAC duct ∩ Pier cap P-04120 mm
Interference detected · 120 mm overlapP-04 · pier cap
CLASH DETECTION · MEP × VIADUCT0 clashes
Viaduct piers — structural model
Duct re-routed clear of structure+150 mm
Clash-free · dependencies revalidatedresolved at generation
CONSTRUCTION · RESOLUTIONbuildable
Erection sequence
1Piling & pile caps
2Piers & pier caps
3Segment launchin progress
4Deck & parapet
Road clearance
5.50 m
Launch path
clear
Sequencing & clearances validatedconstructable
DATA CENTRE · CFD THERMAL °C · STEADY-STATE
Data centre CFD thermal map
HALL 01 · AIRFLOW & TEMPERATURE CFD-D-021 · REV 02
Bill of Quantities
RefDescriptionUnitQtyRateAmount
A — Substructure
A.1Excavation to formation levelm³2,48018.5045,880
A.2Concrete piles 600mm dia.m1,920125.00240,000
A.3Pile caps — C40/50 concretem³385165.0063,525
A.4Pier columns — C50/60 concretem³620185.00114,700
A.5Pier caps — C50/60 concretem³245195.0047,775
A.6Rebar B500B to substructuret1421,850262,700
A.7Formwork to substructurem²1,86042.0078,120
Section A Total852,700
B — Superstructure
B.1Precast beams supply & erectionnr963,200307,200
B.2In-situ deck slab — C40/50m³580175.00101,500
B.3Rebar B500B to superstructuret861,850159,100
B.4Post-tensioning strandt244,500108,000
B.5Waterproofing membranem²3,20028.0089,600
Section B Total765,400
C — Ancillaries
C.1Elastomeric bearing padsnr481,25060,000
C.2Expansion jointsnr48,50034,000
C.3Drainage outlets & pipeworknr32420.0013,440
C.4Safety barriers — W2 parapetm640185.00118,400
Section C Total225,840
Project Total1,843,940
LivDES Hyderabad Metro In call · 02:12
DK
OH
ML
SC
Collaboration ×
#ABC123Daniel, Marcus +2 Present
● In Call · 23 joined Leave
DKDaniel Kim (me) 🎙
OHOmar Haddad
MLMarcus Lowe🔇
SCSarah Chen🔇
Components 5▾
Comments
PDFAlpha Dummy.pdf14:45
XLSBeta.xls14:45
Type message
➤
Source Control
Draft/local
Main
Change Summary
Reset
Review your local modifications before publishing
Your changes are now synced with production. For more details, please check SAM.
SubStructure 10
Pier 10
Radius0.79 m2.00 m
SubStructure 11
Pier 11 · Radius1.60 m2.00 m
Pier Cap 11
Longitudinal Width6.00 m5.00 m
Piercap Base Width0.10 m5.00 m
SubStructure 12
SubStructure 14
Publish
Reviews
My reviews
Assigned to me
← Test In-Review
Approved
Re-Work
Cancelled
Approval flow
AGStage 1
RMStage 2
Components for review 1 ▾
Activity ▴
Comments History/logs
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📎 ➤

Rule-based generative design.

Your rules, your inputs. Substructure and superstructure generated, parametric throughout.

Clash-free modelling.

Structural and MEP clashes resolved at generation. Dependencies tracked on every edit.

Automatic drawings & BOQ.

2D drawings, BOQ and reports derived from the model. Word, PDF, Excel, DWG, IFC out.

Real-time collaboration.

Multi-user workspace with voice and screen share. Client review with inline signature.

Change tracking & history.

See exactly what changed, who changed it, and roll back any edit. Review your modifications, then publish when ready.

Built-in reviews.

Sequential, parallel, rework — client and internal. Workflows that match your gates.

Real-world context

See your design in context.

Place the model on real terrain. Catch sight-line, corridor and ROW conflicts before drawings.

  • Terrain & contour overlays
  • ROW & corridor collision detection
  • Geo-referenced exports (IFC, DWG)
HYD METRO · PHASE 2
SCALE 1:5000
2 CONFLICTS DETECTED
Musi River BANJARA HILLS MADHAPUR KBR PARK DURGAM CHERUVU ! ROW CONFLICT ! ROW CONFLICT N 17.4302° N CH 0+000 CH 6+800 0 500m
Enterprise-grade

Security, governance and control — built in.

Identity, permissions, audit and deployment — engineered into the platform from day one.

Secure access

SSO · MFA

Permissions

Org & project roles

Audit trail

Every action reversible

Secure infrastructure

On-prem, private or gov-cloud

Source of truth

One model

Design differently.

Bring a real project. See it built on the call.

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