Estimating and Costing - Section 1 (6)

Directions to Solve

Estimating and Costing - Section 1

Calculating Estimates and Cost in this field is important. You can
solve estimating and costing type questions which are available in this section.

41.

Brick walls are measured in sq. m if the thickness of the wall is

A.	10 cm
B.	15 cm
C.	20 cm
D.	None of these.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

42.

The brick work is measured in sq metre, in case of

A.	Honey comb brick work
B.	Brick flat soling
C.	Half brick walls or the partition
D.	All the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

43.

Pick up the correct statement from the following:

A.	The bent up bars at a support resist the negative bending moment
B.	The bent up bars at a support resist the sharing force
C.	The bending of bars near supports is generally at 45°
D.	All the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

44.

Pick up the item of work not included in the plinth area estimate

A.	Wall thickness
B.	Room area
C.	Verandah area
D.	W.C. area
E.	Courtyard area.

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

45.

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

A.	1.80 litres for 5 to 10 users
B.	1.20 litres for 15 users
C.	1.35 for 20 users
D.	All the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

46.

The order of booking dimensions is

A.	Length, breadth, height
B.	Breadth, length, height
C.	Height, breadth, length
D.	None of these.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

47.

The correct prismoidal formula for volume is

A.	D [first area + last area + ∑ Even area + 2 ∑ odd areas]
B.	[first area + last area + 4 ∑ Even area + 2 ∑ odd areas]
C.	[first area + last area + 2 ∑ Even area + 4 ∑ odd areas]
D.	[first area + last area + 2 ∑ Even area + 4 ∑ odd areas].

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

48.

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.

A.	26, 000 m3
B.	26, 500 m3
C.	27, 000 m3
D.	27, 500 m3

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

Estimating and Costing - Section 1 (6)

Estimating and Costing - Section 1

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