- A. No deduction is made for the volume occupied by reinforcement
- B. No deduction is made for the openings upto 0.1 sq.m
- C. No deduction is made for volumes occupied by pipes, not exceeding 100 sq.cm in cross-section
- D. None of these
Estimating and Costing
-
Pick up the incorrect statement from the following:
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The slope of the outlet of ‘P trap’ below the horizontal is kept
- A. 8°
- B. 10°
- C. 12°
- D. 14°
-
Pick up the item of work not included in the plinth area estimate
- A. Wall thickness
- B. Room area
- C. W’ Area
- D. Courtyard area
-
The rate of payment is made for 100 cu m (per % cu m) in case of
- A. Earth work in excavation
- B. Rock cutting
- C. Excavation in trenches for foundation
- D. All the above
-
Carpet area does not include the area of
- A. The walls along with doors and other openings
- B. Bath room and lavatory
- C. Kitchen and pantry
- D. None of the above
-
The measurement is made in square metre in case of
- A. Cement concrete in foundation
- B. R.C.C. structure
- C. Hollow concrete block wall
- D. None of these
-
The following item of earth work is not measured separately.
- A. Setting out of works
- B. Site clearance
- C. Steps in deep excavation
- D. All the above
-
The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is
- A. 3250 m³
- B. 3225 m³
- C. 3275 m³
- D. 3300 m³
-
The expected out turn for earth work in excavation in ordinary soil per workman per day is
- A. 1.00 cum
- B. 2.00 cum
- C. 3.00 cum
- D. 4.00 cum
-
The cross-sections for a highway is taken at
- A. Right angle to the centre line
- B. 30 meters apart
- C. Intermediate points having abrupt change in gradient
- D. All the above