WHY YOU SHOULD GO FOR SC ENGINEERING

We provide the most cost effective & unique design solutions for total client satisfaction (Money and time are valuable of our clients)

WE provide one point solution of all the civil and structural engineering needs of our clients, consists of in house designing and manufacturing team conveyance of service gets feasible.

Completely trained and well educated staff. Headed by well experienced leaders.

Designed by international and national codes standard to withstand earthquake, high velocity wind load, cyclones, hot and cold weather.

Designed by international and national codes standard to withstand earthquake, high velocity wind load, cyclones, hot and cold weather.

PROJECT 2018

ABHIRAV ENGINEERING

  • Area 4500 Sqm.
  • Multiple width module building.
  • Having crane capacity 0f 50+10 mt crane in central bay & 25+10mt crane in both side bay
  • Wind Pressure (44m/sec)
  • Laced column

CADILA ASRS

  • Area 4500 Sqm.
  • Multiple width module building.
  • Having crane capacity 0f 50+10 mt crane in central bay & 25+10mt crane in both side bay
  • wind Pressure (44m/sec)
  • laced column Area 3000Sqm.
  • Height of building 28m.
  • Limited space for execution of work.
  • Puff panel on all side along with roof.
  • Double skin sheeting AC & non AC area.

FCC GODOWN- MUNDRA

  • Area 17500 Sqm.
  • Heavy wind Pressure (50m/sec)
  • Seismic zone V
  • Heavy rainfall
  • Highly corrosive atmosphere
  • Open structure
  • Integration of PEB and Site Fabrication
  • Heavy vibration
  • One side with railway platform

CINDA ENGINEERING

  • Area 16000 Sqm.
  • Height of structure is 21m
  • wind Pressure (44m/sec)
  • Crane capacity of 25MT.
  • Special design to be carried out as per the customer requirement
  • Consumption of steel 2700MT.
  • Challenge to complete the project in 6 months time frame.
  • In afternoon the basic wind speed 15- 20m/sec.
  • Project to be executed under supervision of CINDA Engineering (PMC)

RAJHANS ALLOYS JAMNAGAR

  • Area 8575 Sqm.
  • Heavy wind Pressure (50m/sec)
  • Seismic zone V
  • `L’ shape structure
  • Jack Beam construction.