• ০০। A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is
    • ক) 500 m3
    • খ) 1000 m3
    • গ) 1500 m3
    • ঘ) 2000 m3
  • ০১। A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.
    • ক) 26, 000 m3
    • খ) 26, 500 m3
    • গ) 27, 000 m3
    • ঘ) 27, 500 m3
  • ০২। According to Indian Standards Institute, the actual size of modular bricks is
    • ক) 23 cm x 11.5 cm x 7.5 cm
    • খ) 25 cm x 13 cm x 7.5 cm
    • গ) 19 cm x 9 cm x 9 cm
    • ঘ) 20 cm x 10 cm x 10 cm
  • ০৩। According to ISI method of measurement, the order of the sequence is
    • ক) Length, breadth, height
    • খ) Breadth, length, height
    • গ) Height, length, breadth
    • ঘ) None of these.
  • ০৪। Anti-siphonage pipe is connected to
    • ক) Main soil pipe
    • খ) Bottom of P trap W.C.
    • গ) Top of P trap W.C.
    • ঘ) Side of water closet.
  • ০৫। As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken
    • ক) 1.80 litres for 5 to 10 users
    • খ) 1.20 litres for 15 users
    • গ) 1.35 for 20 users
    • ঘ) All the above.
  • ০৬। Berms are provided in canals if these are
    • ক) fully in excavation
    • খ) partly in excavtion and partly in embankment
    • গ) fully in embankment
    • ঘ) All the above.
  • ০৭। Brick walls are measured in sq. m if the thickness of the wall is
    • ক) 10 cm
    • খ) 15 cm
    • গ) 20 cm
    • ঘ) None of these.
  • ০৮। Carpet area does not include the area of
    • ক) the walls along with doors and other openings
    • খ) verandah, corridor and passage
    • গ) bath room and lavatory
    • ঘ) kitchen and pantry
    • ঙ) All the above.
  • ০৯। Cost of fittings and their fixing is specified for the following sanitary fittings
    • ক) Water closets
    • খ) Flushing pipes
    • গ) Lavatary basins
    • ঘ) Sinks
    • ঙ) All the above.
  • ১০। Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds
    • ক) 2.0%
    • খ) 2.5%
    • গ) 4.0%
    • ঘ) 5.0%
  • ১১। For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is
    • ক) 0.90 m3
    • খ) 0.94 m3
    • গ) 0.98 m3
    • ঘ) 1.00 m3
  • ১২। For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is
    • ক) 0.200 m3
    • খ) 0.247 m3
    • গ) 0.274 m3
    • ঘ) 0.295 m3
  • ১৩। For the construction of buildings, the subheads of the estimate are
    • ক) Earthwork, Concrete work, Brick work
    • খ) Brickwork, Stone work, Roofing
    • গ) Brickwork Flooring, Wood work, Steel work
    • ঘ) Plastering or pointing, finishing, water supply and sanitary work
    • ঙ) All the above.
  • ১৪। If B is 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
    • ক) B + d + Sd
    • খ) Bd + Sd2
    • গ) B x d - Sd1/2
    • ঘ) (Bd + Sd2)
  • ১৫। If tensile stress of a steel rod of diameter D is 1400 kg/cm2 and bond stress is 6 kg/cm2, the required bond length of the rod is
    • ক) 30 D
    • খ) 40 D
    • গ) 50 D
    • ঘ) 53 D
    • ঙ) 59 D
  • ১৬। 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
    • ক) Mid-section formula
    • খ) Trapezoidal formula
    • গ) Prismoidal formula
    • ঘ) All the above.
  • ১৭। In case of laying gullies, siphons, intercepting traps, the cost includes
    • ক) Setting and laying
    • খ) Bed concreting
    • গ) Connection to drains
    • ঘ) All of these.
  • ১৮। In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and
    • ক) breadth of the wall
    • খ) half breadth of wall on each side
    • গ) one fourth breadth of wall on each side
    • ঘ) None of these.
  • ১৯। In the mid-section formula
    • ক) The mean depth is the average of depths of two consecutive sections
    • খ) The area of mid-sections is calculated by using mean depth
    • গ) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two sections
    • ঘ) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections
    • ঙ) (a), (b) and (c) of the above.