MPRDC SH-04 ISAGARH–CHANDERI ROAD
PROJECT EXECUTIVE SUMMARY
Upgradation of Lukwasa–Isagarh–Chanderi Road (SH-04), Package 05, from Design Ch. 0+000 to Ch. 72+955 to a 2-Lane road with paved shoulders under EPC mode.
KEY EXECUTION DELIVERABLES
TECHNICAL SCOPE & METHODOLOGY
QUANTITATIVE METRICS
EQUIPMENT & FLEET DEPLOYED
- 2 Automatic Sensor Slipform PQC Pavers
- 1 Hot Mix Asphalt Mixing Plant (160 TPH)
- 1 Dedicated On-Site RMC Batching Plant (60 m³/hr)
- 24 Multi-Axle Hywa Dumpers
- 6 Tandem Vibratory Steel Rollers (HAMM)
- 4 Motor Graders (140 HP)
ENGINEERING CODES OF PRACTICE
- MoRTH Specifications for Road and Bridge Works (5th Revision)
- IRC:SP:73-2018 (Manual of Specifications & Standards for Two Laning)
- IRC:112-2020 (Code of Practice for Concrete Road Bridges)
VERIFIED ON-SITE SURVEY & EXECUTION
CONSTRUCTION GALLERY
Aerial drone survey of on-site RMC batching plant, Hot Mix asphalt plant, aggregate stockyards, and engineering camp.
Continuous rigid concrete pavement laying using automatic sensor screed paver with verified GPS Map Camera alignment.
Dense Bituminous Macadam (DBM) layer laying with HAMM tandem vibratory rollers achieving >98% field density.
Industrial slipform paver machine constructing durable concrete carriageway with edge-forming vibrators.
Site engineers and quality supervisors verifying reinforcement spacing, cover blocks, and bar tying before concrete pour.
Excavated pit for major box culvert with dewatering setup and multi-layer high-tensile steel reinforcement.
Substructure casting, concrete ponding curing, and earth formation adjacent to active highway alignment.
Supervising asphalt laying screed temperature and thickness verification for uniform wearing course.
High-riding smooth asphalt course after multi-pass roller compaction ready for paved shoulders.
Granular sub-base shoulder formation and mechanical compaction along the 72.955 KM corridor.