Hi @bashardhahir, thank you for your question on the forums!
Assuming the gray dashed line is your existing ground, my answer would be no. The Existing ground could have an unknown number of grade breaks for the subassembly to have to follow precisely. Even if that was a capability there would be issues in linking the number of points following the existing surface to the next Corridor frequency sample, which could have more or less points.
Additionally, in between frequencies, you could be missing some data (ie: existing surface moves up or down), resulting in incorrect computations of volume.
Thus the best solution for this is to generate a surface that follows your new subgrade and the final slope to the existing grade. Then do a volume comparison - or use Civil 3D's Section capabilities where you can assign a material between two surfaces and obtain a volume.