
Sandeep Enterprises — PEB Industrial Facility
Sandeep Enterprises approached us with an unambiguous need for a large and functional PEB industrial structure on the Reengus site completed quickly and without compromising structural quality. With a total area of the size of 20,000 square. feet. This is among the most massive industrial footprints that we've constructed throughout the Sikar district. It was accompanied by the typical pressures of time, budget and performance standards which any serious industrial client has.
Reengus is situated along a crucial commercial corridor that runs through northern Rajasthan the project's timeline for operation did not leave space for a slow construction. PEB was the only option and this project proved precisely what PEB can accomplish when executed properly.
Why this site made sense
Reengus in Sikar district has been growing in the past few years in its role as an industrial and trade hub along the Jaipur-Sikar corridor. Its location is a convenient location for businesses that equally serve the Shekhawati belt as well as that of the Jaipur metropolitan market. In the case of Sandeep Enterprises, the Reengus site was the perfect combination of land size, road access and closeness to the distribution system.
Design Challenges: What we had to solve
Every project comes with its own set of limitations. Three problems shaped the design as well as method of execution right from the beginning.
Rajasthan wind zone
Reengus is in the high wind zone. The steel frame structure was built in accordance with IS 875 Part 3, which includes bracing design and connection sizing that was specifically examined against the peak wind pressure of the 20000 squares. ft. envelope.
Performance of the thermal system
The temperatures during summer in the Sikar district frequently exceed 45°C. Interior thermal comfort was improved by using reflective Galvalume roofing Turbo ventilators, turbo roofing, and well-planned skylight-to-floor ratios to prevent heating traps.
Timeline for delivery
The client wanted the structure to be handed over within a time frame of 2025. PEB fabrication began simultaneously with foundation construction, reducing the overall time frame without compromising the structural quality.
Technical Specifications Structure based on the numbers
| Parameter | Details |
|---|---|
| Client | Sandeep Enterprises |
| Location of the project | Reengus, Sikar District, Rajasthan |
| Year of completion | 2025 |
| Total area of built-up | 20,000 Sq. Ft. |
| Structural system | Pre-Engineered Steel Building (PEB) |
| Frame type | Clear-Span Rigid Frame |
| Primary members | Built-Up Tapered Steel Columns & Rafters |
| Secondary members | Cold-Formed Purlins, Girts, Eave Struts |
| Bracing system | Rod Bracing & Portal Frames |
| Type of foundation | RCC Isolated Footings that have Cast-in Anchor Bolts |
| Roofing | Skylights on Galvalume Color-Coated Sheets |
| Wall wall | Pre-Painted Metal Cladding Panels |
| Ventilation | Turbo Ventilators & Ridge Ventilators |
| Hardware for connection | HSFG Bolts - Torque Verified |
| Combinations of loads | DL + LL + WL + Seismic (IS 875 & IS 1893) |
| Steel protection | Shot-Blast + Epoxy Primer + PU Topcoat |
| Design life | 35 years (with regular maintenance) |
| Delivery status | Terminated on time - 2025 |
How We Executed It From plot to handover — the build sequence
1. Ground survey & foundation design
Soil borings were conducted at grids of columns to establish the safe bearing capacity. The foundation size was designed cautiously, using a suitable FOS. The anchor bolt template was matched according to exact column grid coordinates prior to concrete being made, which eliminated the issue of alignment at the time of construction.
2. Workshop fabrication
The main members' columns with tapered edges and rafters were made as constructed sections by using CNC-cut plates. They were then assembled on welding jigs and finalized with primer and shot blasting prior to shipping.
3. Parallel scheduling
Foundation and pedestal work took place in tandem with workshop fabrication, an advantage of PEB standard which saved several weeks from the overall schedule. When the steel was on the construction, anchor bolts had been grouted and the pedestals were at the strength of their design.
4. Steel erection & alignment
Frames were lifted by a mobile crane within bay sequence. Each frame was levelled and plumbed prior to connecting the secondary members. The frames at the end of the bay were put up to allow for fine-tuning of the overall level of squareness.
5. Final inspection and handover
The walk-through of the joint inspection was performed with the client to examine the structural alignment, roofing watertightness, the torque of fasteners and coating condition. Items on the punch-list were cleared prior to when keys were given to the client.
Materials in Focus Every spec chosen for a reason
Steel sections with built-up tapered steel
Primary columns and rafters have been constructed as segments that tapered more at the haunch area where the most bending moments are greatest, and less heavy at the Apex. This helps reduce overall steel tonnage when compared to the uniform sections, without sacrificing structural performance.
Galvalume roofing - 0.50mm TCT
Galvalume roofing and cladding system (Al-Zn alloy coated) with a 0.50mm total thickness of coated was selected over standard galvanized for its greater resistance to Rajasthan's mix of dust, heat and acid rain episodes that occur occasionally.
Turbo & ridge ventilators
The turbine-type ventilators were placed regularly across the ridge. They were also augmented by ridge cowls that were passive. In the case of a 20000 square. feet. structure, the internal air volume is substantial.
Comparison Overview
| Comparison factor | PEB steel | RCC conventional |
|---|---|---|
| Time to construct | 40-50% speedier | Longer cure cycles |
| Clear span capability | up to 60m+ easily | Column-intensive on a massive scale |
| Structural weight | Foundation light | Heavy -larger feet |
| Future expansion | Easy bay addition | Complex and disruptive |
| Design Flexibility | High-end modular bays | Post-designs with limited post-limits |
| Maintenance for the long-term | Minimal | Periodic painting, plastering |
What was achieved - Deliverables at handover
Structure is completed and transferred in the 2025 timeframe set at the time of project kickoff.
Drawings of the structural structure, test certificates, torque records and notes on the construction at the time of handover.
Prefabricated tolerance control meant no dimensional errors requiring on-site correction during erection.
End frames have been designed and detailed to allow for future bay additions without altering the existing structure.
Final word
Sandeep Enterprises now operates from an area of 22,000 square. feet. facility located in Reengus which was built according to a specific outline, constructed according on a set schedule and completed in 2025 with no any compromise. The structure will support their operation long after the construction team has left for the next project - and that's precisely the purpose. A structure should last beyond the discussion about it.