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Estimating and Costing
The reduced levels of points, 30 meters apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is A.        (6...
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The damp proof course (D.P.C.) is measured in A.  Cub.m B.  Sq m C.  Metres D.  None of these   Answer: Option B
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The main factor to be considered while preparing a detailed estimate, is A.  Quantity of the materials B.  Availability of materials C.  Transportation of materials D.  Location of site and local labour charges E.  All the above.   Answer: Option E
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The expected out turn of 12 mm plastering with cement mortar is A.  2.5 sq m B.  4.0 sq m C.  6.0 sq m D.  8.0 sq m E.  10 sq m   Answer: Option D
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The most reliable estimate is A.Detailed estimate B. Preliminary estimate C. Plinth area estimate D. Cube rate estimate E. None of these.   The answer: Option A
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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 A.  Mid-section formula B.  Trapezoidal formula C.  Prismoidal formula D.  All the above.   Answer: Option D
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The area of a sloping surface of a protective embankment of mean height d, side slopes S : 1 and length L is A.  d x d x s B. √d²x(ds)² C.  L.D √1 + s² D.  2 LD √1 + s²     Answer: Option C
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The item of steel work which is measured in sq.m, is A.  Collapsible gates B.  Rolling shutters C.  Steel doors D.  Ventilators and glazing. E.  All the above. Answer: Option E
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In the mid-section formula 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...
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The inspection pit or chamber is a manhole provided in a base drainage system 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.   Answer: Option E
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