A. 30 D
B. 39 D
C. 50 D
D. 59 D
Related Mcqs:
- 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 total length of a cranked bar through a distance D. at 45° in case of a beam of effective length L, is_________________?
A. L + 0.42 d
B. L + (2 × 0.42 d)
C. L – (0.42 d)
D. L – (2 × 0.4 d) - The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended___________________?
A. 100 mm
B. 150 mm
C. 200 mm
D. 175 mm - The item of steel work which is measured in sq.m, is_________________?
A. Collapsible gates
B. Rolling shutters
C. Ventilators and glazing
D. All the above - For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is_______________?
A. 0.90 m3
B. 0.94 m3
C. 0.98 m3
D. 1.00 m3 - For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is___________________?
A. 0.200 m3
B. 0.247 m3
C. 0.274 m3
D. 0.295 m3 - If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by_______________?
A. Mid-section formula
B. Trapezoidal formula
C. Prismoidal formula
D. All the above - In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and_________________?
A. Breadth of the wall
B. Half breadth of wall on each side
C. One fourth breadth of wall on each side
D. None of these - The cost of the earthwork in excavation for the surface drain of cross-section shown in the given figure for a total length of 5 metres @ Rs. 450% cum, is_______________?
A. Rs. 400
B. Rs. 425
C. Rs. 450
D. Rs. 500 - S: 1 and length is______________?
A. d × d × s
B. d2 × ( ds)2]
C. L.D 1 + s2)
D. 2 L.D 1 + s 2)