Category: Estimating and Costing

A. The walls along with doors and other openings
B. Bath room and lavatory
C. Kitchen and pantry
D. All the above

A. Quantity of the materials
B. Availability of materials
C. Transportation of materials
D. All the above

A. Setting out of works
B. Site clearance
C. Steps in deep excavation
D. All the above

A. Excavation
B. Surface dressing
C. Cutting
D. Surface excavation

A. D [first area + last area + Even area + 2 odd areas]
B. D/3 [first area + last area + 4 Even area + 2 odd areas]
C. D/3 [first area + last area + 2 Even area + 4 odd areas]
D. D/6 [first area + odd areas]

A. The earth work of cutting in trenches or borrow pits in fairly uniform ground is measured with the help of average depths of the dead men
B. The earth work in trenches or borrow pits in irregular ground is measured by taking the difference in levels before and after completion of work
C. The earth work in trenches or borrow pits, where neither a nor b is feasible, are measured from the fillings after deduction of voids
D. All the above

A. Bib-cocks
B. Stop-cocks
C. Ball valves
D. All the above

A. Master trap
B. Intercepting trap
C. Interception manhole
D. All the above

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

A. Dimensions are measured to the nearest 0.01 m
B. Areas are measured to the nearest 0.01 sq.m
C. Cubic contents are measured to the nearest 0.1 cum
D. Weights are measured to the nearest 0.001 tonnes