Step 1: Recall the design force for lacing bars.
According to IS 800, lacing bars are designed to resist
\[
\boxed{2.5\%}
\]
of the axial load carried by the built-up column.
Step 2: Calculate the design load.
Given,
\[
P=125\,\mathrm{kN}
\]
Design load on lacing,
\[
P_l=0.025\times125
=3.125\,\mathrm{kN}
\]
Hence,
\[
\boxed{3.125\,\mathrm{kN}}
\]
Therefore,
\[
\boxed{(C)}
\]
is the correct answer.