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Fabrication & Erection Excellence Award for the Prayagraj Airport Building — STESSA 2026, IIT Delhi.
Steeline Buildcon Pvt. Ltd. is a structural steel fabrication, erection and project engineering company based in Ghaziabad, Uttar Pradesh. We deliver steel-intensive building and infrastructure projects as a single accountable partner — from the first concept sketch to the final handover of keys.
Our work spans pre-engineered buildings, multi-storey steel structures and infrastructure projects, including airport terminal buildings, industrial and R&D facilities, and plant structures for the energy sector.
We cater to the nation from three plants in Uttar Pradesh with a combined annual capacity of 15,000 MT. Three new AI-driven plants are planned at Aligarh, UP, taking capacity to 60,000 MT.
In steel, the design decides the cost. We do not carry a standard solution to every project — we develop the one that fits.
Each scheme is shaped by the client's functional brief, budget and programme on one side, and by the realities of the site on the other: ground conditions, access and crane movement, span and headroom constraints, wind and seismic exposure, and the sequence in which the structure has to go up.
Because our engineering and estimation teams sit under the same roof as fabrication and erection, framing options, member sizing and connection philosophy are evaluated against tonnage, shop hours and site sequence — not against code compliance alone.
The result is a structure that is safe and fully compliant, and also lean: optimised steel weight, simplified connections, standardised sections, and far fewer surprises at site. On most projects this is where the largest savings are found — long before a single tonne is procured.
From the agreed concept we develop the structural solution in full — analysis, design, connection design and shop detailing to the relevant IS codes. Quantity take-offs and estimation are prepared in-house, so the client has cost certainty before material is committed.
Established mill and vendor relationships secure the right material at the right price and the right time. Fabrication runs under a disciplined quality regime — material traceability, welding and surface-treatment control, and stage-wise inspection built into the workflow rather than bolted on at the end.
Finished assemblies are dispatched in erection sequence, keeping the shop schedule and the site schedule locked together. At site our execution teams work to a documented erection methodology with defined crane, access and rigging planning, and an uncompromising approach to safety.
The project closes with testing, as-built documentation and a clean handover — complete, compliant and ready for occupation.
One team. One point of accountability. Concept to keys.
325, Pandav Nagar Industrial Area, Ghaziabad, Uttar Pradesh
D-37, Sikandrabad Industrial Area, Bulandshahr, Uttar Pradesh
Khyami Industrial Area, Aligarh, Uttar Pradesh — three new AI-driven plants with automated nesting, robotic welding and machine-vision QC feeding a digitally sequenced despatch bay.
Fabrication shop — automated production line
CNC plasma & oxy-fuel profile cutting
Hydraulic shearing & press braking
PTW & SAW welding line
Main frame erection — mobile cranes working to the erection sequence
ISO 9001:2015
Quality · cert. 230403Q109
ISO 14001:2015
Environment
ZED Bronze
Ministry of MSME
ZED pledge
Zero defect zero effect
STESSA 2026 award
Fabrication & erection excellence
Crown Agents
Facility rated 65 points
Quality management system
Scope: manufacture and supply of pre-engineered building, PEB and structural steel.
Environmental management system
Environmental controls applied across both manufacturing units and site operations.
Ministry of MSME, Govt. of India
Zero Defect Zero Effect — a pledge to defect-free manufacturing with zero adverse effect on the environment.
Occupational health & safety
Safety management to the OHSAS 18001 framework, now superseded by ISO 45001:2018, across fabrication and site erection.
Ministry of MSME, Govt. of India
Registered enterprise under the Udyam scheme, and ZED certified under the same ministry.
Indian Railways
Approved facility for railway and metro structural fabrication.
STESSA 2026 · IIT Delhi
Fabrication & Erection Excellence, Steel Buildings — awarded for the New Terminal Building at Prayagraj Airport (IXD) at the 12th International Conference on Behaviour of Steel Structures in Seismic Areas.
Independent facility inspection
Our manufacturing facility was inspected and rated at 65 points by the London-based agency Crown Agents Inspection, covering plant capability, process control and quality systems.
Our occupational health and safety management system follows the OHSAS 18001 framework, now superseded by ISO 45001:2018, and the statutory requirements of the Factories Act 1948 and the BOCW Act 1996. Fabrication and erection are carried out to IS 800 and IS 7205 for safety in the erection of structural steelwork.
Every scope is risk-assessed before mobilisation, with a method statement, lift plan and permit regime agreed with the client's safety officer.
Full-body harness with double lanyard above two metres, life lines on every erected bay, temporary bracing retained until the frame is stable.
Certified operators and tested tackle, documented load charts, exclusion zones and a nominated signaller for every pick — including twin-crane tandem lifts.
Site induction for all crew and subcontractors, issued PPE, daily pre-task briefing, weekly documented toolbox talks and recorded incident investigation.
A steel frame is manufactured, not cast. The building is engineered to millimetres in a shop, delivered in erection sequence and bolted together on site — which changes the programme, the cost profile and what the building can become later.
Fabrication runs in the shop while foundations are cast on site, so two critical paths run in parallel. There is no curing time on the frame and no weather-dependent wet trade holding up the sequence.
Tapered built-up frames carry clear spans well beyond what is economical in concrete — up to 60 m in a single span. Usable floor area goes up, and racking, cranes and process lines are laid out to the operation rather than around columns.
A steel frame weighs a fraction of an equivalent concrete one. Less dead load means smaller footings and less substructure — a decisive saving on poor ground, and less seismic mass to design for.
Cutting, welding and surface treatment happen under cover with material traceability and stage-wise inspection. Site work becomes bolting to setting-out dimensions — repeatable, checkable, and far less dependent on site labour.
Steel yields before it fails. Braced and moment frames absorb and dissipate seismic energy through controlled deformation, which is why steel is favoured across India's higher seismic zones.
Bays are added, mezzanines inserted and openings cut without demolishing the frame. Bolted structures can be dismantled and relocated, and structural steel is recycled at end of life without loss of properties.
Above ground level the arithmetic changes again. A composite steel-and-deck floor is thinner, lighter and quicker per cycle than a cast frame — which shows up in floors gained, area let and months saved.
Frames are erected several floors ahead while metal decking, services and finishes follow behind. Trades stack vertically instead of queueing, and there is no floor-by-floor curing wait.
A composite deck spans further at less depth than a beam-and-slab floor. Within the same sanctioned height envelope that can mean an additional storey — or better floor-to-ceiling height on every one.
Long-span floors clear 12 m and beyond, giving column-free plates that suit open-plan offices, wards, labs and teaching space — and can be re-partitioned for the next tenant without touching the structure.
Cellular and castellated beams let ducts, trays and pipework pass through the web rather than below it. On services-heavy buildings that recovers real height across every floor.
A lighter superstructure means smaller piles and rafts — the saving is largest on soft soil, congested urban plots and sites where a basement is already tight.
Design for future floors now and the frame can be extended later by bolting on, without demolition. Vertical extension of an existing building becomes a viable option rather than a rebuild.
Moment-resisting and braced steel frames handle lateral load with controlled deformation — the behaviour you want as buildings get taller in higher seismic zones.
Just-in-time delivery in erection sequence needs almost no laydown area. Less wet trade, less site storage, a smaller workforce and far less noise and spoil in a live neighbourhood.
Indicative comparison for an industrial or institutional building of the same footprint.
Steel is not automatically the cheaper option on every project — the decision turns on span, height, loading, ground conditions and programme. That comparison is part of our concept work: we will tell you when concrete is the better answer.
In the NCR and other non-attainment cities, the binding constraint on a programme is often not engineering — it is air quality. A steel frame is a dry, low-dust, low-water trade, which is precisely what survives a GRAP restriction.
When GRAP Stage III–IV halts excavation, batching, cutting and other dust-generating site work, fabrication carries on inside our shop. Steel keeps accruing to the programme while a concrete frame simply stops — and bolted erection is among the activities most readily permitted to resume.
No on-site batching, no sand and aggregate stockpiles, no shuttering and no chipping or breaking. Members arrive finished and are bolted in place, so the particulate load on the neighbourhood is a fraction of a wet-trade site.
RCC draws water continuously — batching, then curing every pour for weeks. On sites served by borewells that demand comes straight out of the aquifer. A steel frame needs essentially none, and only the deck slab is cured.
Sustained groundwater extraction for curing lowers the local water table, and mature trees around the site are the first to suffer — falling vigour, then dieback. Building dry removes that draw, and lighter foundations mean less excavation through the root zone.
Fewer vehicle movements, no continuous concrete pours through the night, minimal spoil and site waste, and a smaller workforce with no site batching plant to run — which matters when the plot sits inside a live campus or neighbourhood.
Recycled content, dry construction, low site waste and end-of-life recovery all count toward IGBC and GRIHA scoring — and structural steel is recycled without loss of properties rather than becoming demolition rubble.
Structural steel loses a significant proportion of its yield strength on heating and is generally taken to fail at a critical temperature of 550 °C for columns and 620 °C for beams. Protection is applied to delay the steel reaching that temperature for the fire resistance period required by the Authority. We specify, price and apply both systems in common use.
Schematic. Film thickness is governed by the section factor Hp/A and the fire resistance period required by the Authority; 550 °C is the critical temperature generally taken for columns, 620 °C for beams.
A reactive thin-film coating applied like a paint system. At 200–250 °C the film softens, chars and expands to 50–100 times its applied thickness, forming a rigid carbonaceous foam that insulates the section.
A wet-mix gypsum or Portland cement plaster with vermiculite or perlite aggregate, pumped and sprayed onto erected steel. Passive protection by mass and low thermal conductivity — entrapped air and water of hydration delay heat transfer.
Schematic. Applied thickness is governed by the section factor Hp/A and the fire resistance period required by the Authority; 550 °C is the critical temperature generally taken for columns, 620 °C for beams.
Governed by section factor Hp/A, not surface area
Per m² of steel surface area, material and application
Budgetary only, per technical note SBC/TN/FP-01 R0. Firm rates are issued against the project member schedule and confirmed fire rating. Under NBC 2016 Part 4, single-storey industrial and warehouse structures with non-combustible roof framing frequently require no protection to the main frame.
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Set the span, eave height and number of bays, then select a RAL shade for each element and see the building update live. Screen colours are indicative only — final selection is confirmed against physical RAL chips and the coil manufacturer's swatch.
Indicative 3D representation of a gable PEB — single or multi-span, with ribbed cladding, ridge cap, valley and eave gutters, roller shutters, entry canopies and roof skylights. Colours are rendered on screen and will vary from coated steel; confirm against RAL chips before release to fabrication.
Enter the building and we price it live against the Steeline rate card — steel weight by span and eave height, sheeting by thickness, crane gantry by capacity, mezzanine by live load. You get an indicative range, a rate per square foot and and the full offer emailed to you on our letterhead.
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Press the button and we email you a four-page PDF offer from sales@steeline.co.in, on the Steeline Buildcon letterhead — covering letter with the 3D view of your building, technical basis, priced build-up and payment terms. Dimensions come from the fields above; colours from the Visualiser page.
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Prices are indicative and not a binding offer. Firm rates are issued against the project member schedule after design-office review.
Send the span, area, use and location. We reply with a budget range, a value-engineered option and a realistic delivery window.