The void ratio \( e \) is calculated using the formula:
\[
e = \frac{V_v}{V_s}
\]
where \( V_v \) is the volume of voids and \( V_s \) is the volume of solids. The mass of solids \( M_s = 2200 \, \text{gm} \) and the specific gravity \( G_s = 2.5 \). First, calculate the volume of solids:
\[
V_s = \frac{M_s}{G_s \times \rho_w} = \frac{2200}{2.5 \times 1} = 880 \, \text{cm}^3.
\]
The total volume is \( V = 1100 \, \text{cm}^3 \), so the volume of voids \( V_v \) is:
\[
V_v = V - V_s = 1100 - 880 = 220 \, \text{cm}^3.
\]
Now, calculate the void ratio:
\[
e = \frac{V_v}{V_s} = \frac{220}{880} = 0.25.
\]
Thus, the void ratio of the soil is \( \boxed{0.25} \).