The most reliable method of plotting a theodolite traverse is by . . . . . . . .

The stations choosed by main survey lines called . . . . . . . .

A. Temporary stations

B. Main stations

C. Subsidary station

D. None

The drawing of an irregular area is covered by 42.2 squares of 200 mm side. If the side of the drawing is 10mm = 1m, the actual area of field . . . . . . . .

A. 16880m²

B. 8440m²

C. 1688m²

D. 844m²

The 90° corners of a building are set out on the ground by, easily . . . . . . . .

A. Cross staff

B. Mason's square

C. Theodolite

D. Optical square

The arithmetical check for levelling is . . . . . . . .

A. $$\sum {BS} + \sum {FS = {\text{First RL + Last RL}}} $$

B. $$\sum {FS} - \sum {BS} = {\text{Last RL + First RL}}$$

C. $$\sum {BS} - \sum {FS} = {\text{Last RL}} - {\text{ First RL}}$$

D. All