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এস্টিমেটিং এন্ড কস্টিং MCQ
4. If Bis the width of formation, d is the height of the embankment, side slope S: 1, for a highway with no transverse slope, the area of cross-section is
B+d+Sd
Bd +Sd2
Bxd-Sd1/2
½ (Bd +Sd2)
8. Pick up the incorrect statement regarding a master trap from the following:
It is provided in between the lower end of the house drain and the street sewer
It is provided a cleaning eye at the top of the trap
The mica flap valve which opens inwards only, is fitted at the top of the inlet pipe
The water seal is less than that of ordinary traps
9. The correct Prismoidal formula for volume is
D [first area + last area + Even area + 2 odd areas)
D/3 [first area + last area + 4 Even area + 2 odd areas]
D/3 [first area last area + 2 Even area + 4 odd areas]
D/6 [first area + odd areas]
12. Pick up the incorrect statement from the following:
The built up covered area at the floor level of any storey of a building is called plinth area
The usable covered area of the rooms of any storey of a building is called carpet area
The carpet area of a building along with area of its kitchen, pantry, store, lavatory, bath room and glazed veranda, is called floor area
None of these
13. The inspection pit or chamber is a manhole provided in a base drainage system
At every change of direction
At every change of gradient
At every 30 m intervals
All the above
14. The unit of measurement is per quintal for the following:
Collapsible gates with rails
Rolling shutters
Expanded metal wire netting
M.S. reinforcement of R.C.C. works
15. Pick up the incorrect statement from the following:
Dimensions are measured to the nearest 0.01 m
Areas are measured to the nearest 0.01 sq.m Book
Cubic contents are measured to the nearest 0.1 cum
Weights are measured to the nearest 0.001 tonnes
17. 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
3250 m3
3225 m3
3275 m3
3300 m3