
Tek1 has successfully completed a commercial project for a reputed organization in Australia.
The scope of work involved providing floor , roof beams and stairs with handrails.
The primary challenge we encountered in this project was related to the stairs and handrails. Unfortunately, we did not receive connection details from the structural engineers. As a result, we took the initiative to propose and finalize all the connection details at Tek1.
This approach was well-received by the client and the structural engineers. The client is pleased with our work, and the structural engineers approved all of our connection proposals.
Furthermore, this project also included the measurement of the rock face at the site. We coordinated effectively with the site engineer to mitigate any challenges during the erection process.

Tek1 has successfully completed the commercial project for the reputed organisation in Australia.
This project has had several issues regarding the concrete connections. However, after having a productive conversation with the client and understanding their requirements, we are confident that we can provide excellent General Arrangement drawings for site and shop drawings.
The client is very pleased with our work, and we are committed to ensuring their satisfaction.


Tek1 has successfully completed the commercial project for the reputed organisation in Australia.
Initially, the scope of work involved the main steel for the shed, which we have successfully completed. (Preston tram shed). Subsequently, the client assigned us an additional scope, which includes the handrails for the mezzanine level, as well as stair 1 and stair 2.
We have successfully completed the handrail detailing without any errors, and the client is satisfied with the quality of our work.

Tek1 has successfully completed the industrial project for the reputed organisation in Australia .
We have provided a ceiling support steel for the tunnel road. One of the main challenges we faced in this project was site measurement. We had to provide frames between two walls, and modeling using design dimensions was not feasible.
As a result, we decided to model all of the frames using the site measurements. We received measurements of the rock surface which was uneven, so we had to calculate the face-to-face dimensions for each frame and then proceed with the modeling process.
We are thrilled to announce that this project has been successfully completed without any errors!