Differential levelling transfers a known Reduced Level (RL) from a benchmark to every survey point using
staff readings. Once each point's RL (its Natural Ground Level) is known, it is compared against the
Proposed Grade Level to find how much to cut or fill.
Book the Readings
Record a Backsight (BS) on the benchmark, Intermediate Sights (IS) on points in between, and a Foresight
(FS) on the last point of each instrument setup. A point read by FS then BS is a change point.
Reduce by Height of Instrument
Instrument height HI = RL + BS. Every other point's RL = HI − staff reading. At a change
point, the FS gives the new RL, then a fresh BS gives a new HI for the next setup.
Cross-check by Rise & Fall
Compare consecutive readings: a smaller reading means the ground rose. RL = previous RL + Rise − Fall.
It must give the same RLs as the HI method — that agreement is the field check.
Apply the Arithmetic Checks
The booking is consistent only when ΣBS − ΣFS = ΣRise − ΣFall = Last RL − First RL. The calculator
shows all three so you can verify against your field book.
Compare NGL against PGL
At each chainage, difference = NGL − PGL. Positive means the ground is above design → cut;
negative means below design → fill. The depth is the absolute difference.
Estimate Earthwork
With a formation width, the cut/fill area at each station is depth × width, and the volume between
stations is the average of the two end areas times the chainage interval (average-end-area method).