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Estimating and Costing problems

  • 1. The expected out turn for earth work in excavation in ordinary soil per mazdoor per day is

  • Options
  • A. 1.00 cum
  • B. 2.00 cum
  • C. 3.00 cum
  • D. 4.00 cum
    • Discuss
  • 2. The unit of measurement is per quintal for the following:

  • Options
  • A. Collapsible gates with rails
  • B. Rolling shutters
  • C. Expanded metal wire netting
  • D. M.S. reinforcement of R.C.C. works.
    • Discuss
  • 3. For the construction of buildings, the subheads of the estimate are

  • Options
  • A. Earthwork, Concrete work, Brick work
  • B. Brickwork, Stone work, Roofing
  • C. Brickwork Flooring, Wood work, Steel work
  • D. Plastering or pointing, finishing, water supply and sanitary work
  • E. All the above.
    • Discuss
  • 4. The cross-section of a road partly in banking and partly in cutting is shown in the given figure. The area of the shaded portion is
    Civil Engineering Estimating and Costing: The cross-section of a road partly in banking and partly in cutting is shown in the given figure. Th

  • Options
  • A.
  • B.
  • C.
  • D.
    • Discuss
  • 5. The weight of an item is measured correct to nearest

  • Options
  • A. 0.25 kg
  • B. 0.50 kg
  • C. 0.75 kg
  • D. 1.00 kg
  • E. 5 kg
    • Discuss

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