30% lighter, Primary framing members tapered built-up plate sections, with larger depths in areas of highest stress.

Secondary members-light gauge roll formed 'Z' or 'C' shaped members are designed from scratch.

Primary steel members selected from "|" sections, used in many segments are much heavier than what is actually required.

Secondary members, selected from hot rolled '|' & 'C' sections, each steel structure is heavy.

Quick & efficient. Basic designs are used over & over. CAD programmes optimize material required. Standard details minimize Project custom details. PEB designing & detailing is done everyday, resulting in faster and more efficient designs.

Substantial engineering & detailing required for every project.
Each project, a separate case, needs more time to develop the design & details of the unique structure.

Shortest delivery period on an average of 6 to 8 weeks.

Extended delivery period of nearly 20 to 26 weeks.

Simple design, light weight, easy to construct.

Extensive, heavy foundations required.

Cost & time factor are precisely known. Erection process fast, easy, step by step with minimum requirement of equipment.

Cost & time factor not pre – determined.20-25% more expensive.
Erection slow, extensive field labour required, with a need of heavy equipment.

The structure being flexible and of less weight offer higher resistance to seismic disturbances.

Heavy and rigid structures are vulnerable in seismic zones.

Per square meter prices are 30% less then the conventional structures.

Per square meter prices are very much higher.

The building structure is supplied complete with cladding and all accessories, which include erection (on demand) from single source.

Due to the involvement of many agencies of suppliers and sub-contractors, more time is required for Project Management.

It will be the sole responsibility of the supplier as it is a sort of Turn-Key Project.

Due to involvement of various agencies, single responsibility cannot be fixed.