River crossings, retaining structures and heavy civil works engineered for the site's real conditions.
Bridge work is governed by the river. Foundation method, cofferdam design and the working window are set by hydrology and bed conditions, not by the calendar. We plan substructure work around low-flow periods and design temporary works for the flood case, not the average case.
Superstructure delivery covers RCC girder and slab decks, steel composite spans and segmental construction, with bearing, expansion joint and deck waterproofing details treated as inspected hold points.
Every stage has a defined output and a named owner. Nothing moves to the next stage on assumption.
Bed level survey, sub-soil investigation review, flood record assessment and confirmation of the working window.
Cofferdam, staging, falsework and access design checked independently before any river-bed activity begins.
Foundation construction with load and integrity testing, followed by pier and abutment work to survey control.
Girder casting or fabrication, erection under an approved lifting plan, deck completion and joint installation.
Load testing where specified, approach works, as-built records and inspection-regime handover to the asset owner.
Widening and reconstruction of a 21 km highway section carrying continuous freight traffic, including cross-drainage replacement and a reconstructed urban section through two market towns.
A 180-metre, four-span river crossing replacing a seasonal causeway that closed the corridor for up to eleven weeks each monsoon. Substructure was built inside a single low-flow window using staged cofferdams.
Send the scope, the drawings or the tender documents. You will get a technical response from an engineer, not a sales reply.