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IBEC — Innovative Construction Solutions
Innovative Construction Solutions

We buildwhat buildsbridges.

Launching gantries, formwork and shoring, post-tensioning and heavy steel — engineered, manufactured and commissioned by one team, for infrastructure across South Asia.

01The proposition

Temporaryworksareusuallyboughtassteelandpricedbythetonne.Thatisthewrongunit.Whatacontractorisreallybuyingisacycletime—thenumberofdaysbetweenonespanstandingandthenextonestanding.Getitwrongandnodiscountonthesteelwillbuytheprogrammeback.

So we start at the other end. Before a price is put on anything, we model the erection cycle against your span arrangement, your possession windows and your crew, and we tell you what the machine will actually achieve.

Then we build the machine that honours the number — in our own works, checked by an engineer who did not design it.

How a scheme is built
02Capability

Four divisions. One contract.

Most projects need two or three of these at once, and most suppliers can only sell one. Bringing them under a single project structure is the whole point of the company.

The cycle

A viaduct is one loop, repeated a hundred and eighty times.

Everything IBEC designs is aimed at taking hours out of this four-stage loop. A day a span across a long corridor is half a year of programme.

Bridge systems
01POSITIONSupported on P2 and P3, bay open02HANGSegments hung and aligned on the truss03STRESSJoints glued, tendons stressed04LAUNCHUnloaded, driven forward one span
FIG. 02Span-by-span erection cycle — four stages, 3 to 5 daysSEQUENCE · NTS
03By the numbers
16
Years in service

Continuously trading since 2009

340+
Structures delivered

Bridges, viaducts and industrial frames

2.4M m²
Deck cast to date

Span-by-span and cantilever methods combined

11
States, four countries

Site presence across South and South-East Asia

04How we work

The method is the product.

A gantry is a lump of steel until somebody has proved it can put a span up in three days on your alignment, in your possession windows, with your crew. That proof is the thing IBEC actually sells. The steel is how we honour it.

  1. 011 – 3 weeks

    Method study

    Before anything is priced, we work out how the structure gets built and what that costs in days.

    We take the general arrangement, the span table, the site constraints and the programme, and produce two or three viable erection methods with an honest cycle time against each. Most of the value in a temporary works package is decided here — a method that saves a day a span across 180 spans is worth more than any discount on the steel.

    Deliverables

    • Comparative method statement, 2 – 3 options
    • Cycle-time model per option
    • Preliminary equipment schedule
    • Programme impact and risk register
  2. 023 – 6 weeks

    Scheme design

    The chosen method becomes a machine: geometry, loads, load paths, reactions handed back to the permanent works designer.

    Global analysis is built in the frame model at the same time as the erection sequence, so every stage of the launch is a load case rather than an afterthought. The reactions that the temporary works will impose on piers, pier caps and the deck are issued to the permanent works designer early enough for them to matter.

    Deliverables

    • General arrangement drawings
    • Global structural model and stage analysis
    • Reaction schedule to the permanent works designer
    • Interface drawings for pier brackets and supports
  3. 036 – 12 weeks

    Detailed design & independent check

    Every member, connection, pin, cylinder and control interlock is designed, then checked by an engineer who did not design it.

    Detailed design covers the structure, the mechanical systems, the hydraulics and the control logic together. A category III independent check is run in parallel by an engineer outside the project team, working from the brief rather than from the design, in line with BS 5975 practice. Nothing is released for fabrication until the check certificate is signed.

    Deliverables

    • Full calculation package
    • Category III independent check certificate
    • Fabrication drawings and weld procedures
    • Hydraulic and electrical schematics
  4. 0412 – 24 weeks

    Manufacture & trial assembly

    Built at our own works, assembled complete, surveyed against the model and function-tested before it is allowed on a truck.

    Material is traced from mill certificate to erected piece. The machine is assembled in the works to the extent the bay allows, dimensionally surveyed against the design model, and put through a full functional test of its hydraulics and controls with the client present. Problems found here cost hours; the same problems found on site cost weeks.

    Deliverables

    • Material traceability and test certificates
    • Trial assembly dimensional survey report
    • Functional test record, witnessed
    • Erection, operation and maintenance manuals
  5. 05First 3 spans

    Commissioning & site support

    Our crew erects it, load tests it, runs the first spans with your team and stays until the cycle time is being hit.

    IBEC supervisors run the first three erection cycles alongside the contractor crew, then hand over against a written competence check. A load test with instrumented deflection measurement is performed before the first production span. Spares and a response commitment follow the machine for the life of the contract.

    Deliverables

    • Erection and commissioning record
    • Instrumented load test report
    • Operator training and competence sign-off
    • Spares schedule and support agreement
05Selected work

Delivered, measured, and written down.

Three schemes that show what the divisions do when they are pulled together. Each one lists what was promised and what was actually achieved.

01Telangana2024

Elevated metro corridor, precast segmental viaduct

Two overhead launching gantries erecting 11.6 km of segmental deck over a live six-lane arterial road, on a three-day span cycle.

FIG. 01Overhead launching gantry — span-by-span erection, mid-cycleELEVATION · NTS
11.6 km
Viaduct length
31 m
Typical span
2,840
Segments erected
3.0 days
Cycle achieved
  • Two overhead launching gantries, 640 t each
  • Segment lifters and yard handling equipment
  • Bonded internal post-tensioning, 12 and 19 strand
Read the case study
02Assam2023

Six-lane river crossing, balanced cantilever

Four pairs of form travellers building a variable-depth box girder across a braided river with a five-month working season.

FIG. 02Overhead launching gantry — span-by-span erection, mid-cycleELEVATION · NTS
160 m
Main span
9.5 – 3.5 m
Deck depth
8 (4 pairs)
Travellers
6 days
Segment cycle
  • Eight form travellers, 220 t capacity
  • Pier head brackets and stability towers
  • Internal and external post-tensioning
Read the case study
03Tamil Nadu2024

Cable-stayed crossing, stay cable system

A 128-stay parallel strand system with tuned dampers on a 340 m main span, installed strand by strand from the deck.

FIG. 03Post-tensioned box girder — tendon profile and support sectionELEVATION · NTS
340 m
Main span
128
Stays
73 strand
Largest cable
116 m
Pylon height
  • Parallel strand stay cable system
  • Internal viscous dampers on all stays
  • Pylon anchorage boxes, fabricated in house
Read the case study
06Footprint

Two works, five offices, sites in eleven states.

Equipment is only as good as the distance between it and the engineer who designed it. Both works are within a day's drive of the design centre, and every site is within a day of a works.

70°E75°E80°E85°E90°E95°E10°N15°N20°N25°N30°N35°NHYDERABADCHENNAISANANDNAGPURNOIDADESIGN CENTREWORKSOFFICEPROJECTWGS 84

Locations

Recent sites

07Assurance

Checked by someone who did not design it.

An integrated management system across the design office, both works and every site, with an independent checking function that does not report to the project.

Certification

  • ISO 9001

    Quality management

    Design, manufacture and supply of construction equipment and formwork systems

  • ISO 14001

    Environmental management

    Fabrication works and site operations

  • ISO 45001

    Occupational health & safety

    Design office, works and site operations

  • ISO 3834-2

    Fusion welding — comprehensive quality

    Both fabrication works

  • EN 1090-1

    Execution of steel structures, EXC3

    Structural steel components and kits

  • IS 3834

    Welding quality requirements

    Indian scheme equivalent, both works

Certificate numbers and issuing bodies are published on the quality page.

Safety performance

0
Lost time injuries

Rolling 12 months, all sites

4.2 M
Safe man-hours

Since the last recordable incident

100 %
Site inductions

Before first access, no exceptions

2×
Independent audits

Every site, every quarter

Quality & safety in full
Designed to
08Next step

Send us a span table.

Give us the general arrangement and the programme. You will get two or three viable erection methods back, each with a cycle time we are prepared to stand behind — before anyone talks about price.

Projects & tenders
projects@ibec.co.in
Response
An engineer reads every enquiry. Expect a technical reply within two working days, not a brochure.