Category: Estimating and Costing

A. 500 m3
B. 1000 m 3
C. 1500 m3
D. 2000 m3

A. 1.00 m3
B. 1.25 m3
C. 1.50 m3
D. 1.75 m3

A. Cement concrete in foundation
B. R.C.C. structure
C. Hollow concrete block wall
D. None of these

A. Earthwork, Concrete work, Brick work
B. Brickwork, Stone work, Roofing
C. Brickwork Flooring, Wood work, Steel work
D. All the above

A. 2.5 sq m
B. 4.0 sq m
C. 6.0 sq m
D. 8.0 sq m

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

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

A. Area of the walls at the floor level
B. Internal shaft for sanitary installations up to 2 sq m. in area
C. Lift and wall including landing
D. Area of cantilevered porch

A. Circular buildings
B. Hexagonal buildings
C. Octagonal buildings
D. All the above

A. If the bed level is above N.S.L. the canal is called fully in baking and the berms are designed as 3 d where d is full supply depth of water (F.S.D.)
B. Area of canal in cutting = BD + Sd2 where B = bed width, d = depth of cutting and S is the side slope
C. If F.S.L. is above N.S.L the canal is called partly in cutting and partly in filling and berms are designed as 2d where d is full supply depth
D. All the above