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Status: In Active Development · Early Access Waitlist Open

Civil Engineering Automation:
Drawings to BOQ, BBS & Plan in Minutes

Infrava reads uploaded structural drawings (PDF, DWG, DXF), parses vector geometry, and generates pure deterministic Bill of Quantities (BOQ), Bar Bending Schedules (BBS per IS 2502), and quantity take-offs with multi-tier Maker-Checker verification.

Direct Vector Parsing

Reads true vector geometry from DXF, DWG, and vector PDFs. Extracts column schedules, beam cross-sections, and slab boundaries directly without raster blur.

Bureau of Indian Standards Code Compliance

Strict mathematical adherence to IS 2502 (rebar cutting lengths & hooks), IS 1786 (steel nominal weights), IS 456 (concrete proportions), and IS 13920 (seismic detailing).

Audit-Stamped Excel Delivery

Generates audit-ready Excel workbooks containing live formulas, clause references, element tags, and verification hashes for contractor billing reconciliation.

Drawing Inspection

Interactive Framing Take-Off

INFRAVA CAD VECTOR ENGINE (IS 2502 DEMO)Interactive Drawing
100%
12ABC1C2C3C4B1B2
Click any column (C1, C2) or beam (B1, B2) to inspect reinforcement & BBS.
Inspected Element

C1 (450x450)

column
Concrete Specification
M25 Concrete
Extracted Rebar Schedule
8-T20 Main + 4-T16 Inner + 2L-T8@150 ties
Cut Length3.45 m
Total Steel Weight85.2 kg
Deterministic Verification (IS 2502)
Cut length computed with standard 135° stirrup seismic hooks (9d allowance) and 90° bend deductions applied.
Quality Assurance Protocol

Maker-Checker-Approver Workflow Scaffold

Strict multi-tier verification ensuring no unvetted steel schedule or BOQ reaches site procurement.

Tier 2 Verified
Step 1: Maker

BBS Drafting & Quantity Take-off

Junior Quantity Surveyor (Thane Office)
Stamped: 2026-10-28 11:30 AM IST
“IS 2502 cutting lengths extracted from framing plan. 5% lap wastage applied.”
Step 2: Checker

Senior Structural Engineer Audit

Disha Patil (Co-Founder & Civil Eng)
Stamped: 2026-10-28 03:45 PM IST
“Verified 135° stirrup hooks on C1/C2 column ties. Slump and cover depths confirmed.”
Step 3: Approver

Final Procurement & Site Release Stamp

Raghuraj Rai (Founder & Chief Engineer)
“Awaiting contractor site milestone sign-off for rebar batch delivery.”
Audit-Transparent Economics

Infrava ROI & Savings Estimator

Calculate exact hours and project expenditure saved by automating manual rebar take-offs and BOQ scheduling.

25 drawings
2 (Boutique firm)50 (Mid-size contractor)150+ (EPC infrastructure)
6.5 hours
2 hrs (Simple Footings)6.5 hrs (Typical Beam Schedule)16 hrs (Complex Podium/Bridge)
₹450 / hr
₹200/hr (Junior CAD)₹450/hr (Average QS Engineer)₹1,500/hr (Senior Principal)
Estimated Net Annual Savings
₹7,45,875
Equivalent to ₹62,156 in monthly engineering overhead savings.
Annual Hours Saved
1,656 hrs
Net Efficiency
85%
Transparent Formula Definition

Annual Savings = (25 drawings/mo) × (6.5 hrs/drawing) × (₹450/hr) × 12 months × 0.85 net efficiency = ₹7,45,875

*The 0.85 factor accounts for 15% engineer review & verification time. No hidden assumptions.

Early Access Application

Apply for the Infrava Private Beta

Structural automation seats are onboarded in batches based on engineering discipline.

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