Civil Engineering - Estimating and Costing - Discussion
Discussion Forum : Estimating and Costing - Section 2 (Q.No. 37)
37.
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
Discussion:
13 comments Page 1 of 2.
Rashad said:
10 years ago
Size = 0.4*0.05 = 0.2.
Length = 5 meters.
= 0.2*5*450 = 450.
C is the right answer.
Length = 5 meters.
= 0.2*5*450 = 450.
C is the right answer.
KIRAN POOLA said:
10 years ago
0.4*0.5 = 0.2.
L = 5 m
= 5*0.2*450 = 450.
L = 5 m
= 5*0.2*450 = 450.
Rajnish said:
10 years ago
It ask for cutting not total.
Ranjitha said:
9 years ago
@Rajnish
The length of drain = 5m.
Width of drain as per figure = 0.5m.
Depth of drain as per figure = 0.4m.
Total qty = 5 * 0.5 * 0.4 = 1 cum.
As per the question, cum excavation rate is 450%.
So the total cost required for excavation of drain is = 1 * 450 = Rs.450.
Therefore, the answer is C.
The length of drain = 5m.
Width of drain as per figure = 0.5m.
Depth of drain as per figure = 0.4m.
Total qty = 5 * 0.5 * 0.4 = 1 cum.
As per the question, cum excavation rate is 450%.
So the total cost required for excavation of drain is = 1 * 450 = Rs.450.
Therefore, the answer is C.
(2)
Usha said:
9 years ago
@Ranjitha is correct.
M.Rashid said:
9 years ago
C is the right answer. I agree.
Pratap said:
9 years ago
I think that Rs. 450 is given for per 100 cum.
Which means its Rs. 4.5 per cum.
Which means its Rs. 4.5 per cum.
Rahul kushwaha said:
8 years ago
5*0.5*0.4=1cum at 450 = Rs.450 is right. So the answer is C.
Notin said:
8 years ago
Out of the quantities of various item earthwork in an excavation in the foundation, PCC works in the foundation with 1:4:8 proportion, bricks work 1:6 foundation and plinth, damp proof course 2.5 cm thick, plastering 1.6 both side of wall and plinth wall.
Sitaam said:
8 years ago
5*.5 *.4 = 1 * 450 = 450 answer.
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