Project Cost Estimation
Project Cost Estimation
Project Cost Estimation
Length
Width
176.00
211.42
EXCAVATION WORK:
Depth
Unit
Quantity
M2
6201.65
74.88
168.48
187.20
194.69
16.38
14.56
M
M3
9.93
5.94
0.40
0.60
M3
M3
1.20
1.44
0.80
0.80
0.80
0.80
0.60
0.80
0.50
0.50
M3
3
M
M3
M3
M3
2.03
8.76
0.96
1.16
687.60
2.40
1.80
2.00
1.80
2.10
2.00
3.00
3.00
3.00
2.60
3.00
2.80
0.60
0.60
0.60
0.60
0.60
0.60
M3
M3
M3
M3
M3
M3
17.28
38.88
43.20
44.93
3.78
3.36
0.60
0.09
0.79
M3
M3
2.29
153.72
M3
687.60
M3
153.72
2.40
1.80
2.00
1.80
2.10
2.00
3.00
3.00
3.00
2.60
3.00
2.80
2.60
2.60
2.60
2.60
2.60
2.60
M
3
M
3
M
M3
M3
M3
54.0
54.0
2.60
0.70
0.09
0.20
0.79
0.79
3.0
2.0
1.00
1.00
1.00
1.20
1.0
1.0
1.0
1.0
4.23
13.68
2.40
2.90
4.0
12.0
12.0
16.0
1.0
1.0
54.0
4.0
12.0
12.0
16.0
1.0
1.0
PLINTH FILLING :
M3
841.32
-153.72
Deduction of P.C.C.
M3
-22.78
-61.28
-29.38
-5.70
-3.99
M3
-2.34
M3
562.12
M3
3
M
3124.40
3686.52
RM
No
172.80
54.00
B. FILLING ABOVE
PLINTH
LEVELfilling
Total
murrum
5
N.G.L.
UPTO 1.0
53.50
0.80
73.00
54.0
54.0
3.20
F-1
4.0
2.20
2.80
0.10
M3
2.46
F-2
12.0
1.60
2.80
0.10
5.38
6.05
F-3
12.0
1.80
2.80
0.10
F-4
16.0
1.60
2.40
0.10
M3
6.14
0.53
b. Septic Tank
c. Under Ground Water Tank
1.0
1.90
2.80
0.10
1.0
1.80
2.60
0.10
M3
0.47
M3
21.03
3.0
0.80
0.80
0.10
M3
0.19
I/C-2
2.0
0.80
1.00
0.10
M3
0.16
DL-1
1.0
4.23
0.60
0.10
M3
0.25
DL-2
1.0
13.68
0.60
0.10
0.82
Drainage Line
DL-3
DL-4
1.0
1.0
2.40
2.90
0.60
0.60
0.10
M3
0.10
0.17
M3
1.74
0.14
1.0
4.0
73.00
3.00
53.50
4.00
0.12
0.12
M
3
M
468.66
5.76
54.0
54.0
0.79
0.70
3.20
0.20
0.09
0.79
M3
3
M
M3
12.22
5.94
492.58
3.0
6.0
6.0
2.0
4.0
4.0
0.70
0.70
0.50
0.70
0.70
0.70
0.70
0.40
0.40
0.90
0.60
0.60
0.12
0.10
0.10
0.12
0.10
0.10
M
M3
M3
M3
M3
3
M
0.18
0.17
0.12
0.15
0.17
0.17
1.0
1.0
1.0
1.0
4.23
13.68
2.40
2.90
0.50
0.50
0.50
0.50
0.12
0.12
0.12
0.12
M
M3
M3
M3
0.25
0.82
0.14
0.17
M3
2.34
DRAINAGE WORK:
I/C Chambers
I/C-1
I/C-2
Drainage Line
DL-1
DL-2
DL-3
DL-4
M
8
494.92
4.0
12.0
2.00
1.40
2.60
2.60
0.35
M3
0.40
7.28
17.47
F-3
F-4
12.0
16.0
4.0
12.0
1.60
1.50
0.40
0.40
2.60
2.30
0.70
0.60
0.40
M3
19.97
0.30
16.56
61.28
2.75
M3
3.08
2.70
7.78
7.78
C-3
12.0
0.40
0.60
2.70
C-4
16.0
0.40
0.60
2.80
10.75
M3
29.38
73.00
M3
17.52
53.50
12.84
8.56
1.28
1.44
41.64
c. Plinth beams
GB-I
GB-2
2.0
2.0
0.30
0.30
0.40
0.40
GB-3
2.0
0.20
0.40
53.50
GB-4
4.0
0.20
0.40
4.00
GB-5
8.0
0.20
0.30
0.30
0.60
3.00
0.40
M3
0.29
0.72
0.72
0.96
1.30
M3
3.98
0.30
M3
1.48
1.38
C-2
12.0
0.30
0.50
0.40
C-3
12.0
0.30
0.50
0.40
C-4
C-5
16.0
54.0
0.30
0.20
0.50
0.30
0.40
0.40
e. Septic tank
Base Slab
1.0
1.90
2.60
Short walls
2.0
1.60
0.15
2.88
Long walls
2.0
2.60
0.15
2.88
M3
2.25
0.12
0.59
M3
5.70
0.25
M3
0.96
0.93
Cover Slab
f. Under Ground Water tank
Base Slab
1.0
1.0
1.90
1.60
2.60
2.40
Short walls
2.0
1.36
0.12
2.85
Long walls
2.0
2.40
0.12
2.85
M3
1.64
Cover Slab
1.0
1.60
2.40
0.12
0.46
M
M3
3.99
145.98
M2
M2
M2
4.00
10.56
7.20
TOTAL
9
SHUTTERING
AND
SCAFOLDING
WORK:
UPTO PLINTH LEVEL
Centering and Shuttering including
shuttering propping etc. and removal of
formwork.
A. P.C.C. WORK:
a. Footing P.C.C.
F-1
4.0
F-2
12.0
F-3
12.0
10.00
8.80
6.00
0.10
0.10
0.10
F-4
b. Septic Tank
c. Under Ground Water Tank
d. I/C Chambers
I/C-1
I/C-2
e. Drainage Line
DL-1
DL-2
DL-3
DL-4
B. R.C.C. Work:
a. Footings
F-1
F-2
F-3
F-4
16.0
1.0
1.0
8.00
9.40
8.80
0.10
0.10
0.10
M2
2
M
M2
3.0
2.0
3.20
3.60
0.10
0.10
M
M2
0.96
0.72
2.0
2.0
2.0
2.0
4.23
13.68
2.40
2.90
0.10
0.10
0.10
0.10
M
M2
2
M
M2
0.85
2.74
0.48
0.58
4.0
12.0
12.0
16.0
9.20
8.00
8.40
7.60
0.35
0.40
0.40
0.30
M
2
M
M2
2
M
12.88
38.40
40.32
36.48
2.20
2.00
2.00
2.00
2.75
2.70
2.70
2.80
M2
M2
M2
M2
24.20
64.80
64.80
89.60
73.00
53.50
53.50
4.00
3.00
0.40
0.40
0.40
0.40
0.30
M2
M2
M2
M2
2
M
116.80
85.60
85.60
12.80
14.40
1.80
1.60
1.60
1.60
1.00
0.40
0.40
0.40
0.40
0.40
M2
M2
2
M
M2
2
M
2.88
7.68
7.68
10.24
21.60
9.00
1.90
1.60
2.60
2.30
1.60
9.00
0.30
2.88
2.88
2.88
2.88
2.30
0.12
M2
M2
M2
M2
M2
2
M
M2
2.70
10.94
9.22
14.98
13.25
3.68
1.08
8.00
1.60
1.36
2.40
2.16
1.36
1.36
0.25
2.85
2.85
2.85
2.85
2.16
0.12
M2
M2
M2
M2
M2
M2
M2
2.00
9.12
7.75
13.68
12.31
2.94
0.16
2.80
0.12
M2
1.01
12.80
0.94
0.88
6.0
6.0
2.0
4.0
4.0
0.70
0.50
3.20
0.70
0.70
0.40
0.40
0.12
0.60
0.60
M2
2
M
M2
M2
2
M
h. Drainage Line
DL-1
DL-2
DL-3
DL-4
j. Plinth Slab sides
2.0
2.0
2.0
2.0
1.0
4.23
13.68
2.40
2.90
253.00
0.12
0.12
0.12
0.12
0.12
M
M2
M2
2
M
M2
1.02
3.28
0.58
0.70
30.36
4.0
10.00
0.12
M
2
M
4.80
932.02
I/C-2
1.68
1.20
0.77
1.68
1.68
10
D.P.C. WORK:
Providing and laying Damp proof Course
50mm thick with concrete designation M15 with 20mm nominal size graded stone
aggregates (crushed) mechanically mixed.
1.0
11
50.60
0.40
0.40
0.40
0.40
0.40
M3
3
M
M3
3
M
M3
0.29
0.72
0.72
0.96
1.10
0.20
0.20
0.20
0.20
0.10
0.10
0.10
0.10
M3
M3
3
M
M3
0.78
0.77
0.78
0.67
44.50
61.60
44.50
0.20
0.20
0.20
0.10
0.10
0.10
M3
M3
M3
1.78
2.46
1.78
1.40
1.20
1.40
1.20
0.40
0.40
0.20
0.20
0.10
0.10
0.10
0.10
M3
M3
M3
M3
1.57
1.54
0.78
0.67
0.30
0.30
0.30
0.30
0.20
0.60
0.50
0.40
0.50
0.30
2.90
2.90
2.90
2.90
2.90
M3
M3
M3
M3
M3
M3
2.09
5.22
4.18
6.96
8.00
43.83
253.00
0.20
0.30
0.30
0.30
0.30
0.20
0.60
0.50
0.50
0.50
0.30
1.40
1.20
1.40
1.20
12
SHUTTERING
AND
WORK:
ABOVE PLINTH LEVEL
SCAFOLDING
1.80
1.60
1.60
1.60
0.40
0.40
0.40
0.40
M2
2
M
M2
2
M
2.88
7.68
7.68
10.24
1.40
1.20
1.40
1.20
0.10
0.10
0.10
0.10
M2
2
M
M2
2
M
7.84
7.68
7.84
6.72
44.50
61.60
44.50
0.10
0.10
0.10
M2
2
M
M2
17.80
24.64
17.80
1.40
0.80
1.20
0.80
1.40
0.40
1.20
0.40
0.40
0.10
0.40
0.10
0.20
0.10
0.20
0.10
M2
2
M
M2
2
M
M2
M2
2
M
M2
15.68
2.24
15.36
2.56
7.84
1.12
6.72
1.12
1.80
1.60
1.40
1.60
1.00
2.90
2.90
2.90
2.90
2.90
M
2
M
M2
M2
M2
M2
20.88
55.68
48.72
74.24
133.40
504.36
73.40
215.00
0.39
Kg
6154.59
53.90
293.00
0.39
Kg
6159.15
4.40
16.00
0.39
Kg
109.82
3.40
21.00
0.39
Kg
111.38
PILE WORK:
C-5, 300mm. dia piles.
10MM dia. 5 Nos main bars
54.0
3.75
5.00
607.50
54.0
1.04
22.00
0.60
0.39
Kg
Kg
483.25
3.0
1.50
7.00
0.39
Kg
12.29
3.0
1.50
7.00
0.39
Kg
12.29
3.0
3.00
5.00
0.39
Kg
17.55
I/C-2
2.0
1.90
7.00
0.39
Kg
10.38
2.0
2.10
9.00
0.39
Kg
14.74
2.0
3.40
7.00
0.39
Kg
18.56
DL-1
1.0
0.70
36.00
0.39
Kg
9.83
DL-2
1.0
0.70
115.00
0.39
Kg
31.40
DL-3
1.0
0.70
21.00
0.39
Kg
5.73
DL-4
1.0
0.70
25.00
0.39
Kg
6.82
2.30
2.90
1.70
2.90
1.90
2.90
1.80
2.60
18.00
14.00
18.00
10.00
18.00
12.00
16.00
11.00
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
99.38
97.46
220.36
208.87
246.29
250.49
276.54
274.56
3.69
2.10
3.64
1.90
3.64
1.90
3.74
1.90
12.00
15.00
14.00
15.00
10.00
15.00
10.00
20.00
0.90
0.39
0.90
0.39
0.90
0.39
0.90
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
159.41
49.14
550.37
133.38
393.12
133.38
538.56
237.08
76.08
488.00
54.58
358.00
54.58
357.00
5.08
27.00
3.09
21.00
6.00
1.30
5.00
1.30
4.00
1.10
4.00
1.10
5.00
0.90
0.90
0.39
0.90
0.39
0.90
0.39
0.90
0.39
0.60
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
821.66
494.83
491.22
363.01
392.98
306.30
73.15
46.33
74.16
58.97
1.48
1.70
1.48
1.50
1.48
12.00
4.00
14.00
4.00
10.00
0.90
0.39
0.90
0.39
0.90
Kg
Kg
Kg
Kg
Kg
63.94
10.60
223.78
28.06
159.84
DRAINAGE WORK:
I/C Chambers
I/C-1
Stirrups
C-4
Stirrups
C-5
Stirrups
e. Septic tank
Base Slab
Top and Bottom reinforcement
Short walls
Long walls
Cover Slab
Top extra reinforcement, alternate
f. Under Ground Water tank
Base Slab
Top and Bottom reinforcement
Short walls
Long walls
Cover Slab
12.0
16.0
16.0
54.0
54.0
1.50
1.48
1.50
1.48
0.90
4.00
10.00
4.00
6.00
4.00
0.39
0.90
0.39
0.90
0.39
Kg
Kg
Kg
Kg
Kg
28.06
213.12
37.41
431.57
75.75
2.0
2.0
2.0
2.0
2.0
2.0
1.0
1.0
1.0
1.0
2.80
3.50
2.50
3.60
3.32
3.78
2.62
3.32
0.68
0.85
18.00
14.00
25.50
9.00
15.50
23.00
16.00
12.00
9.00
7.00
0.60
0.60
0.60
0.39
0.39
0.60
0.39
0.39
0.39
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
60.49
58.79
76.50
25.27
40.14
104.31
16.35
15.53
2.37
2.32
2.0
2.0
2.0
2.0
2.0
2.0
1.0
1.0
2.50
3.30
2.26
3.57
3.12
3.75
2.32
3.12
17.00
12.00
20.00
10.00
20.00
17.00
15.00
11.00
0.60
0.60
0.60
0.39
0.39
0.60
0.39
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
51.00
47.51
54.24
27.84
48.67
76.50
13.57
13.39
22763.19
1.48
1.70
1.48
1.50
1.48
1.50
1.48
1.50
12.00
4.00
14.00
4.00
10.00
4.00
10.00
4.00
0.90
0.39
0.90
0.39
0.90
0.39
0.90
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
63.94
10.60
223.78
28.06
159.84
28.06
213.12
37.41
1.30
0.25
1.10
0.25
1.30
0.25
1.10
0.25
2.00
8.00
2.00
7.00
2.00
8.00
2.00
7.00
0.60
0.39
0.60
0.39
0.60
0.39
0.60
0.39
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
43.68
21.84
42.24
21.84
43.68
21.84
36.96
19.11
47.40
0.25
62.50
0.25
45.40
0.25
2.00
224.00
2.00
309.00
2.00
224.00
0.60
0.39
0.60
0.39
0.60
0.39
Kg
Kg
Kg
Kg
Kg
Kg
113.76
43.68
150.00
60.26
108.96
43.68
1.30
0.57
1.10
0.57
1.30
0.37
4.00
12.00
4.00
11.00
2.00
13.00
0.39
0.60
0.39
0.60
0.39
0.60
Kg
Kg
Kg
Kg
Kg
Kg
56.74
114.88
54.87
120.38
28.44
80.79
V-2
Main bars
e. Columns above Plinth level and upto
3.20 M ht.
C-5
Stirrups
REINFORCEMENT WORK ABOVE
PLINTH LEVEL
TOTAL REINFORCEMENT WORK
14
28.0
28.0
1.10
0.37
2.00
11.00
0.39
0.60
Kg
Kg
24.06
68.38
46.0
46.0
4.28
0.90
6.00
2.00
0.90
0.39
Kg
Kg
1063.15
32.29
Kg
3180.30
Kg
25943.48
2.0
2.0
2.0
4.0
8.0
70.60
50.50
50.50
4.00
3.00
70.60
50.50
50.50
4.00
3.00
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.10
0.10
0.10
0.10
0.10
0.40
0.40
0.40
0.40
0.40
M
M3
3
M
M3
M3
4.24
3.03
3.03
0.48
0.72
M3
11.50
M
3
M
M3
3
M
M3
M3
16.94
12.12
12.12
1.92
2.88
45.98
57.48
CM 1:6
Ground Floor Ware house upto 3.2 M
height
2.0
2.0
2.0
70.60
50.50
50.50
0.20
0.20
0.20
2.90
2.90
2.90
M3
M3
M3
M3
81.90
58.58
58.58
199.06
28.0
32.0
28.0
1.20
1.00
1.20
0.90
0.90
0.60
0.20
0.20
0.20
M3
M3
M3
6.05
5.76
4.03
V-2
Shutters, D-1
M.S. Doors, D-2
NET BRICK IN
STRUCTUREWORK
16
28.0
4.0
1.0
G.F.
DOORS,
WINDOWS
VANTILATORS:
M.S. Z-SECTION FRAMES:
1.00
3.00
1.20
0.60
3.00
3.00
0.20
0.20
0.20
SUPER
M3
3
M
M3
M3
3.36
7.20
0.72
27.12
M3
171.94
36.00
AND
4.0
3.00
3.00
M2
1.0
1.20
3.00
3.60
39.60
Kg
74.09
M
M
28.0
1.20
0.90
2.45
W-2
32.0
1.00
0.90
2.45
17
Kg
70.56
Kg
144.65
1.20
0.60
2.75
Kg
55.44
1.00
0.60
2.75
Kg
46.20
Kg
101.64
GLASS WORK:
Providing and fixing of 5MM thick Branded
glass to Windows and Vantilators in all
respect.
Windows, W-1
28.0
1.15
0.85
M2
27.37
W-2
32.0
0.95
0.85
M2
25.84
17.71
Vantilators, V-1
28.0
1.15
0.55
V-2
28.0
0.95
0.55
M2
14.63
85.55
M
18
FLOORING WORK:
(i) IPC FLOORING:
25mm Cement concrete flooring 1:2:4 (1
Cement, 2 Sand, 4 Graded stone
aggregates 12.5mm nominal size) finished
with floating coat of neat cement at Floor
level with proper slope..
Floor Level
1.0
19
PLASTER WORK:
a. 20mm thick cement plaster to uneven
surface:
72.40
52.90
M2
M2
3829.96
3829.96
In 1:6 CM
plaster
1.0
1.0
1.0
1.0
1.0
1.0
73.00
73.00
53.50
53.50
53.50
53.50
3.20
3.20
3.20
3.20
3.20
3.20
M2
M2
2
M
M2
2
M
M2
2
M
233.60
233.60
171.20
171.20
171.20
171.20
1152.00
1.0
1.0
1.0
1.0
1.0
1.0
73.00
73.00
53.50
53.50
53.50
53.50
3.20
3.20
3.20
3.20
3.20
3.20
M2
M2
2
M
M2
2
M
M2
M2
233.60
233.60
171.20
171.20
171.20
171.20
1152.00
2.0
2.0
1.0
1.0
1.60
2.40
1.60
1.60
2.85
2.85
2.40
2.40
M
M2
M2
M2
9.12
13.68
3.84
3.84
1.0
2.0
2.0
1.0
1.90
1.90
2.60
1.90
2.60
2.88
2.88
2.60
M2
M2
2
M
M2
4.94
10.94
14.98
4.94
3.0
3.0
2.0
2.0
2.80
0.70
3.20
0.70
0.40
0.70
0.60
0.90
M2
M2
M2
M2
2
M
3.36
1.47
3.84
1.26
76.21
M2
2380.21
M2
2304.00
c. Neeru plaster
Under ground water tank
Short walls
Long walls
Base Slab
Cover Slab
Septic tank
Base Slab
Short walls
Long walls
Cover Slab
I/C Chambers
I/C-1
I/C-2
20
PAINTING WORK:
a. White washing on new work (three or
more coats) to give an even shade with
white Cement.
b. Distempering (two or more coats) with
oil bound washable distemper of required
shade on new work over over and i/c. a
priming coat with cement primer to give an
even shade including three coat of Putty
with rubbing and touching etc. complete in
all respect.
M2
39.60
M2
3905.50
73.00
53.50
22
23
24
MAIN GATE:
Providing and fixing 9.0M main gate with
siliding system to both side of height 2.1M.
1.0
1.0
377.62
26
27
M2
18.90
RM
377.62
COMPOUND WALL:
200MM thick compound wall of height
2.5M on pile foundations framed structure,
and above this height upto 3.5M berbed
fencing provided.
25
2.10
10.2
3.40
34.68
1.0
3.2
16.00
M2
51.20
1.0
4.00
12.00
176.00
6.00
M2
1056.00
187.42
176.00
187.42
146.00
6.00
18.00
18.00
12.00
M2
2
M
M2
M2
M2
2249.04
3168.00
3373.56
3504.00
13350.60
WEIGH BRIDGE:
R.C.C. Foundaion for 100 M.T. capacity
weigh bridge in C.M. M:20.
D.G. ROOM:
Partially covered shed for D.G.
INTERNAL ROADS:
WBM Internal road having PWD
specifications including storm water open 1.0
drains.
2.0
1.0
1.0
2.0
Unit
Rate
6201.65
M2
Rs.10.00
Quantity
EXCAVATION WORK:
A. In ordinary soil.
B. In hard soil.
687.60
153.72
M2
M2
Rs.100.00
Rs.140.00
687.60
M2
Rs.50.00
153.72
Rs.60.00
3686.52
M3
Rs.325.00
172.80
RM
Rs.80.00
Pile Bulbs
54.00
No
Rs.150.00
P.C.C.
Plinth.
WORK:
In
foundation
and
21.03
1.74
M3
M
Rs.3,150.00
Rs.3,450.00
494.92
M3
Rs.4,270.00
145.98
M3
Rs.4,680.00
932.02
M2
Rs.250.00
SHUTTERING
AND
WORK:
UPTO PLINTH LEVEL
SCAFOLDING
10 D.P.C. WORK:
Providing and laying Damp proof Course
50mm thick with concrete designation M15 with 20mm nominal size graded stone
aggregates (crushed) mechanically mixed.
50.60
M2
Rs.180.00
43.83
M3
Rs.4,680.00
504.36
M2
Rs.250.00
25943.48
Kg
Rs.52.00
57.48
M3
Rs.4,200.00
171.94
M3
Rs.4,300.00
39.60
M2
Rs.2,150.00
144.65
Kg
Rs.78.00
G.F.
16 DOORS,
WINDOWS
VANTILATORS:
M.S. Z-SECTION FRAMES:
SUPER
AND
Kg
Rs.90.00
85.55
M2
Rs.650.00
3829.96
M2
Rs.170.00
1152.00
M2
Rs.235.00
1152.00
M2
Rs.175.00
76.21
M2
Rs.125.00
2380.21
M2
Rs.25.00
2304.00
M2
Rs.115.00
17 GLASS WORK:
Providing and fixing of 5MM thick Branded
glass to Windows and Vantilators in all
respect.
18 FLOORING WORK:
(i) IPC FLOORING:
19 PLASTER WORK:
a. 20mm thick cement plaster to uneven
surface:
In 1:6 CM Ground floor Double coat plaster
b. 12mm thick single coat cement
plaster to even surface:
In 1:5 CM Ground floor single coat plaster
c. Neeru plaster
20 PAINTING WORK:
a. White washing on new work (three or
more coats) to give an even shade with
white Cement.
39.60
M2
Rs.85.00
3905.50
M2
Rs.2,300.00
18.90
M2
Rs.3,345.00
377.62
RM
Rs.4,145.00
34.68
M2
Rs.8,700.00
51.20
M2
Rs.6,500.00
6.00
22 MAIN GATE:
Providing and fixing 9.0M main gate with
siliding system to both side of height 2.1M.
23 COMPOUND WALL:
200MM thick compound wall of height
2.5M on pile foundations framed structure,
and above this height upto 3.5M berbed
fencing provided.
25 WEIGH BRIDGE:
R.C.C. Foundaion for 100 M.T. capacity
weigh bridge in C.M. M:20.
26 D.G. ROOM:
12.00
27 INTERNAL ROADS:
WBM Internal road having PWD
specifications including storm water open
drains.
13350.60
28 Electrical work:
TOTAL
29 CONSULTANCY FEE
M2
Rs.4,300.00
M2
Rs.300.00
lump sum
2%
GRAND TOTAL
AGRICLUTURAL PRODUCE
Amount
62,016.53
68,760.19
21,520.68
34,380.09
9,223.15
1,198,119.27
13,824.00
8,100.00
66,250.80
6,018.87
2,113,323.89
683,206.24
233,004.30
9,108.00
205,133.76
126,090.00
1,349,061.22
241,416.00
739,324.80
85,140.00
11,282.54
9,147.60
55,607.50
651,093.20
270,720.00
201,600.00
9,526.25
59,505.25
264,960.00
3,366.00
8,982,650.00
17,792,480.15
##############
63,220.50
1,565,234.90
301,716.00
332,800.00
51,600.00
4,005,180.00
365,000.00
##############
2,268,792.65
#############