Contractor SLA & Real-Time Fraud Verification Engine
Dynamic 3D volumetric differencing, custom drone image pair upload, and automated escrow payment clearance
Live Drone Pair Upload & Volumetric Differencing Pipeline
Upload your own Before & After photos to run instant live AI analysisPre-Repair Scan (Before)pothole_severe_before.jpg
Post-Repair Scan (After)pothole_repaired_after.jpg
YOLOv8-Seg Mask + Depth AnythingLive Pixel Analysis
REAL-TIME SLA TELEMETRY SIMULATOR
Live calculated from image differencing • Adjust sliders to test custom tolerancesMaterial Variance Deficit:-2.1%
0% (Compliant)5% SLA Limit60% (Fraud)
Nuclear Compaction Density:96% MDD
55% (Failed)85% (IRC Limit)100% (Optimal)
Allowed SLA Tolerance:±5%
2% (Strict PWD)5% (Standard)15% (Relaxed)
Void Excavation Depth:18.5 cm
5 cm (Surface)15 cm (Medium)30 cm (Deep Void)
Project: New Delhi Smart Roads•Road ID: ND-SR-2025-1587•Inspection ID: INSP-2025-05-27-1045•Live Status: APPROVED
After Repair (Drone Scan)Captured: May 27, 2025 | 10:40 AM
Area: 2.48 m²
Before Repair (Drone Scan)Captured: May 20, 2025 | 09:15 AM
Area: 2.45 m²
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REAL-TIME AI VERIFICATION
Repair Quality Score
97%
APPROVED • PAYMENT CLEARED
Drag split handle horizontally to compare before vs after repair scan
4D MULTI-STAGE MILESTONE AUDITING WORKFLOW
Enforces stage-wise escrow payment locks per MoRTH & IRC protocolsRepair Verification Summary
IRC:SP:84-2014 & IRC:37Repair Quality Score97%
Surface Smoothness86%
Compaction Density96%
Edge Compliance93%
Drainage Camber87%
Milestone 3 Checks
CompliantPothole area adequately filled
Surface level compliance achieved
Material compaction within range
No water pooling detected
Meets IRC & Project SLA Standards
Bump Integrator Unevenness:1840 mm/km (Std: ≤ 2000 mm/km)
Surface Texture Depth:0.85 mm (Std: ≥ 0.75 mm)
Cross Fall / Camber Slope:2.5% Transverse (Std: 2.5% Camber)
Material Used vs Material Claimed
| Material Type | Claimed | AI Used | Variance | Compliance |
|---|---|---|---|---|
| Asphalt Mix (VG-30 BM) | 1.11 Ton | 1.09 Ton | -1.8% | Within Limit |
| Bitumen Binder (5.2%) | 57.7 Kg | 56.7 Kg | -1.9% | Within Limit |
| Graded Crushed Aggregate | 0.91 Ton | 0.89 Ton | -1.7% | Within Limit |
| Bitumen Emulsion RS-1 | 7.2 L | 7.1 L | -2.1% | Within Limit |
| Total B.O.Q. Volume | — | — | -2.1% (Avg) | Compliant |
AI volumetric differencing detects asphalt thickness deficit before payment sanction.
AI Verification Explanation & PFMS Status
REAL-TIME SLA PASSED: Repair quality score is 97% with 96% compaction density. Material variance (2.1%) is within allowed threshold (5%). Payment clearance APPROVED on GeM/PFMS.