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Project

Kollam Railway Station

Indian Railways / RLDA · Kollam, Kerala · MegAtec 300, 360 and 610

Indian Railways / RLDA · Kollam, Kerala

Metro & rail · Seismic Zone III

A station redevelopment on the Kerala coast, where the rain and the salt decide more than the movement calculation does.

ClientIndian Railways / RLDA
LocationKollam, Kerala — Seismic Zone III under IS 1893
SectorMetro & rail
Gap range100 mm
ScopeDesign of the joint schedule, manufacture in India, and installation by our own crews

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Systems supplied

How we knowThree dispatches between January and August 2025. Gaps and systems are taken from the production and dispatch records for this job, not from a catalogue. Section drawings are illustrations, not shop drawings.

What this building needed

A 100 mm gap covered three ways

MegAtec 300 on the floors, 360 where the joint turns up a wall, 610 where it crosses the roof. A station's joint does not stop at the skirting — the wall, ceiling and roof continuations are the locations most often missed at tender and most often improvised at fit-out.

Kerala's exposure is sustained wetting, not occasional rain

High humidity and a long heavy monsoon mean the waterproofing membrane and its termination do more work than the metal above them. A joint that is watertight on paper and terminated badly on site leaks in the first season.

Public transport interchange, so the surface is the specification

Continuous footfall with luggage and trolley wheels crossing the line all day. Flush and trafficable is not a finish preference here, it is the functional requirement.

Related: expansion joints for metro rail · how the gap width is calculated · what the seismic zone changes.

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