Estimating and Costing

A. L + 0.42 d
B. L + (2 × 0.42 d)
C. L – (0.42 d)
D. L – (2 × 0.4 d)

A. Root slabs
B. Floors
C. Wall panels
D. All the above

A. 26,000 m3
B. 26,500 m3
C. 27,000 m3
D. 27,500 m3

A. Main soil pipe
B. Bottom of P trap W.C.
C. Top of P trap W.C.
D. Side of water closet

A. (6 + 15) chains
B. (6 + 12) chains
C. (6 + 18) chains
D. None of these

A. Reinforced brick work
B. Broken glass coping
C. Brick edging
D. Brick work in arches

A. Length, breadth, height
B. Breadth, length, height
C. Height, length, breadth
D. None of these

A. Detailed estimate
B. Preliminary estimate
C. Plinth area estimate
D. Cube rate estimate

A. Dimension should be measured correct to 0.01 m
B. Area should be measured correct to 0.01 sqm
C. Volume should be measured correct to 0.01 cum
D. All the above

A. 2.5 sqm
B. 5.0 sqm
C. 7.5 sqm
D. 10 sqm