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Sandeep Enterprises PEB Industrial Building Reengus Sikar
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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.

Connectivity to the highway: Reengus lies directly in the NH-11 (Jaipur-Bikaner) highway, which gives the site access to national and state freight routes.
Market reach in the region: Central to the Shekhawati industrial belt - the most important market areas located in Sikar, Jhunjhunu, and Churu are easily accessible.
Access to land: Flat, open plots that are suitable for large footprint PEB structures, with open access for vehicles on several sides.
Workers' proximity Locally skilled workers are available for both the construction phase and for ongoing operational staffing.
Sandeep Enterprises PEB Industrial Site - Reengus Sikar

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.

Sandeep Enterprises PEB Steel Structure Construction

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

On-time delivery

Structure is completed and transferred in the 2025 timeframe set at the time of project kickoff.

Complete documentation package

Drawings of the structural structure, test certificates, torque records and notes on the construction at the time of handover.

Zero rework on structure

Prefabricated tolerance control meant no dimensional errors requiring on-site correction during erection.

Expansion provision built

End frames have been designed and detailed to allow for future bay additions without altering the existing structure.

Sandeep Enterprises Completed PEB Industrial Facility

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.