Inkers
Case Study · Industrial

How a warehouse protected usable capacity and prevented delayed go-live

A 5-lakh sq ft Grade-A warehouse where racking, slab loading, traffic flow, and fire compliance were validated upstream — opening at full capacity on day one.

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Loading docks of a Grade-A warehouse facility

30%

Lower PMC staffing vs. conventional

Day 1

Full-capacity go-live

5 lakh sq ft

Grade-A logistics

Project Brief

Type

Grade-A Warehouse / Logistics

Scale

5,00,000 Sq Ft

Cost

₹100 Crore

(₹2,000 per sq ft constr.)

The brief

A 5 lakh sq ft Grade-A warehouse, ₹100 Cr in capex, designed to host a multi-tenant logistics operation with 35 dock doors and a 12 m clear height. The developer's commitment was a fully racked, fully operational facility on day one — not a partial handover that would force tenants to scale into the shed slowly.

Why it was risky

Warehouses look simple from the outside and behave nothing like simple buildings. The slab is a design problem, not a finish; the dock geometry has to match the trailers; the racking grid has to clear every sprinkler head and luminaire. Get any of it wrong and the consequence is permanent.

  • Layout vs. loading mismatch: the racking layout proposed by the lead tenant required slab capacities that exceeded what the structural team had specified.
  • Operational clashes: sprinklers, lights, and overhead cranes were each designed by separate consultants on separate co-ordinate systems.
  • Traffic inefficiency: the truck yard had been laid out without simulating peak hour flows for the largest trailer the tenants intended to operate.
  • Compliance gaps: the fire and EHS package was running behind the structural programme — typical for warehouse projects where the operational tenant arrives late.

What Kaël did

On a 5 lakh sq ft, ₹100 crore warehouse project, even a 10% loss in usable storage or a three-month delay in operations can have a significant revenue impact. Kaël validates floor loading, racking, circulation, and fire safety before execution, helping projects start operations on time and at full capacity, with roughly 30% of the conventional PMC staffing.

  • Load validation matched the racking layout against the published slab capacity floor by floor; aisles that would be overloaded under peak racking were redesigned before any concrete was poured.
  • Integrated clash checks brought sprinklers, lighting, racks, and cranes into one coordination model — every clash carried a remediation owner and date.
  • Traffic analysis simulated the turning paths of the worst-case trailer combinations and reflowed the apron geometry to absorb peak flow.
  • Fire and EHS compliance documentation was assembled in parallel with structure, so insurance and statutory clearances landed on the critical path date.

Outcome

The warehouse opened at full racked capacity on the contracted go-live date — no aisle rework, no slab grinding, no civil modifications to the truck yard. The PMC team running the project did so at roughly 30% of the staffing a conventional engagement would have required.

Impact

Capacity Loss

Strengthening floors or limiting load in aisles

Yard Modifications

Civil and steel rework caused by inefficient traffic flow and dock planning after handover

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