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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.

     [sb² + r² (2bd + sd)²]/(r² - s²)

    B.

     [sb² + r² (2bd + sd)²]/(r² - s²)

    C.

     [sb² + r² (2bd + sd)²]/(r - s)

    D.

     None of these

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  3. 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

  4. A.

     500 m3

    B.

     1000 m3

    C.

     1500 m3

    D.

     2000 m3

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  5. The concrete work for the following part of the building of specified thickness is measured in square meters

  6. A.

     Root slabs

    B.

     Floors

    C.

     Wall panels

    D.

     All the above

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  7. The expected out turn of cement concrete 1 : 2 : 4 per mason per day is

  8. A.

     1.5 m³

    B.

     2.5 m³

    C.

     3.5 m³

    D.

     5.0 m³

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  9. The expected out turn of half brick partition wall per mason per day is

  10. A.

     1.5 m2

    B.

     2.0 m2

    C.

     4.0 m2

    D.

     5.0 m2

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  11. The measurement is made in square metre in case of

  12. A.

     Cement concrete in foundation

    B.

     R.C.C. structure

    C.

     Hollow concrete block wall

    D.

     None of these

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  13. The measurement is made for stone work in square metre in case of

  14. A.

     Wall facing

    B.

     Columns, lintels, copings

    C.

     Building work

    D.

     (A) and (B) of the above

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  15. As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken

  16. A.

     1.80 liters for 5 to 10 users

    B.

     1.20 liters for 15 users

    C.

     1.35 for 20 users

    D.

     All the above

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  17. Pick up the correct statement in case of water supply.

  18. A.

     Pipes laid in trenches and pipes fixed to walls are measured separately

    B.

     Cutting through walls and floors are included with the item

    C.

     Pipes are classified according to their sizes and quality

    D.

     All the above

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  19. 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

  20. A.

     Rs. 400

    B.

     Rs. 425

    C.

     Rs. 450

    D.

     Rs. 500

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