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Civil Engineering :: Estimating and Costing

  1.  

     

     

    The area of the cross-section of a road fully in banking shown in the given figure, is

     

     

  2. A.

    B.

    C.

    D.

    None of these


  3. The plinth area of a building not includes

  4. A.

    area of the walls at the floor level

    B.

    area of stair cover

    C.

    internal shaft for sanitary installations up to 2 sq m. in area

    D.

    lift and wall including landing

    E.

    area of cantilevered porch.

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  5. For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is

  6. A.

    0.200 m3

    B.

    0.247 m3

    C.

    0.274 m3

    D.

    0.295 m3

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  7. The minimum width of a septic tank is taken

  8. A.

    70 cm

    B.

    75 cm

    C.

    80 cm

    D.

    90 cm

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  9. The item of the brick structure measured in sq.m, is

  10. A.

    Reinforced brick work

    B.

    Broken glass coping

    C.

    Brick edging

    D.

    Brick work in arches.

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  11.  

    The inspection pit or chamber is a manhole provided in a base drainage system

  12. A.

    at every change of direction

    B.

    at every change of gradient

    C.

    at every 30 m intervals

    D.

    at the point where vertical soil pipe joins the house drain

    E.

    All the above.

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  13. In the mid-section formula

  14. A.

    The mean depth is the average of depths of two consecutive sections

    B.

    The area of mid-sections is calculated by using mean depth

    C.

    The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two sections

    D.

    The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections

    E.
    (a), (b) and (c) of the above.

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  15. The item of steel work which is measured in sq.m, is

  16. A.

    Collapsible gates

    B.

    Rolling shutters

    C.

    Steel doors

    D.

    Ventilators and glazing.

    E.

    All the above.

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  17. The value of 'C' of Indian type W.C. shown in the given figure is :

  18. A.

    400 mm

    B.

    450 mm

    C.

    500 mm

    D.

    550 mm


  19. The area of a sloping surface of a protective embankment of mean height d, side slopes S : 1 and length L is

  20. A.

    d x d x s

    B.

    \(\sqrt{ d^2 * (ds)^2}\)

    C.

    L.D \( \sqrt{ 1+s^2}\)

    D.

    2 LD\( \sqrt{ 1+s^2}\)