5. 2) SUNKEN POND:-
It is dug for purpouse of infiltration of water
into ground .
Its normaly dug at gully course.
6. 3) DUG OUT POND:-
• Pond dug adjacent to the drainage line to
store water.
7. To harvest and store the rain water.
To divert the water from drainage line
and store in ponds.
To provide life irrigation facility to plants
crop.
For the water availibility to livestock
during non rainy seasoon.
For fish production.
8. In common property resourcess.
In the incultivated land.
In the agricultural fields where farmer are
willing.
A DOP should be made in a farm or near
to it so that protection can be given to
crope in needy period.
Along the stream where the stream is flat
and space available to excavate the pond
9. At the site where DOP built should not
have slope more than 2%.
DOP is built where watershed area
should not more than 5 hectare.
10. A. Main pond
B. Inlet
C. Outlet
D. Silt trap
E. Key trench
F. Dry stone packing for key trench
25. Detailed estimation of farm pond
Sr.
No
description NO. Length
(m)
Width
(m)
Depth
(m)
Unit of
work
Quantity
(m3/m2)
1. Task :- 1
A Excavation of farm pond
Top area
(At)
1 10 6 - m2 60
Bottom area
(Ab)
1 6 2 - m2 12
Average area =(60+12)/2 m2 36
Earth work volume = Average Area * Depth m3 72
26. Sr . No. descriptio
n
NO. Length
(m)
Width
(m)
Depth
(m)
Unit of
work
Quantity
(m3/m2)
B Silt trap
Top area
(At)
1 4 4 - m2 16
Bottom area
(Ab)
1 2 2 - m2 4
Average area =(16+4)/2 m2 10
Earth work volume = Average Area * Depth m3 20
C Inlet and Outlet
Total earth
work of
inlet &
outlet
2 2 4 0.3 m2 4.8
Total earth work for excavation m3 96.8
27. Sr
.
No
description NO. Length
(m)
Width
(m)
Depth
(m)
Unit of
work
Quantit
y
(m3/m2
)
2. Task :- 2
Arrangement of stone
A Slanting portion
of farm pond
(Along the
length)
2 =(10+6)/2
=8
2.82 0.225 m3 10.15
B Slanting portion
of farm pond
(Along width)
2 =(6+2)/2
=4
2.82 0.225 m3 5.08
C Bottom of pond 1 6 2 0.225 m3 2.70
D Slanting portion
of silt trap
4 =(4+2)/2
=3
=(12+12
)1/2
=1.41
0.225 m3 3.80
E Bottom of silt
trap
1 2 2 0.225 m3 0.90
F Inlet and Outlet 2 2 4.41 0.225 m3 3.97
28. Estimation of Total stone cost
Sr.
no
Name of
material
quantity Quarry
name
Initial
cost
(Rs)
lead Lead
rate as
per
SOR
per m3
Total
cost of
matal
per m3
(Rs)
Cart
track
in km
Metal
track
in km
Total
lead in
km
1 Rough
stone
1 m3 Bargad
katila
230 0 0.5 0.5 70 300
29. Abstract estimation
Sr.
no
Description Quantity
(m3)
Rate per
m3
(Rs)
Total amount
(Rs)
1 excavation 96.8 180 17424.00
2 Cost of stone for 225mm thick
rough stone dry pitching
26.6 300 7980.00
3 Labour charge for rough stone
dry pitching
26.6 270 7182.00
Total amount 32586.00
Grand total amount 32586.00