Dimension Quantity Item Description Timizing
Dimension Quantity Item Description Timizing
Dimension Quantity Item Description Timizing
Continuing Education
Directorate Building
Location: Debrebirha
TAKE OFF SHEET
Client:Debrebirha University (DBU)
Consultant: Yohannes Abbay Consulting Architects and Engineers
Contractor: ***
Thursday, November 24, 2016
Timizing Dimension
55.043
37.350
1 2,009.900
1.500
1 2,009.900
1.500
1 2,009.900
1.500
11
10
5.900
5.900
1.500
5.500
5.500
1.500
5.300
5.300
1.500
5.000
5.000
1.500
4.700
4.700
1.500
4.500
4.500
Quantity
2056 m
2055.9 m
3015 m
3014.9 m
3015 m
3014.9 m
3015 m
3014.9 m
Item
Description
A.SUB-STRUCTURE
1.Excavation & earthwork
1.1 Site clearing
total
Bulk excavation in ordinary soil to an
1.2 average depth of 1500 mm from reduced
level.
total
Bulk excavation in ordinary soil to an
1.3 average not exceeding 3000 mm from
reduced level.
total
Bulk excavation in ordinary soil to an
1.3 average not exceeding 4.5 mm from
reduced level.
total
Pit excavation in ordinary soil to a depth
1.3 not exceeding 1500 mm from reduced
level.
F-1
365.5 m
F-2
226.9 m
F-3
463.5 m
F-4
375.0 m
F-5
198.8 m
F-6
151.9 m
1
10
10
F-6
1.500
3.700
3.700
1.500
3.100
3.100
1.500
2.500
2.500
1.500
5.900
5.900
0.500
5.500
5.500
0.500
5.300
5.300
0.500
5.000
5.000
0.500
4.700
4.700
0.500
4.500
4.500
0.500
3.700
3.700
0.500
3.100
3.100
0.500
2.500
2.500
0.500
202.640
1.000
1.000
151.9 m
F-7
41.1 m
F-8
115.3 m
F-9
37.5 m
1975.5 m
Pit excavation in ordinary soil to a depth
1.4 not exceeding 3000 mm from reduced
level.
F-1
121.8 m
F-2
60.5 m
F-3
140.5 m
F-4
125.0 m
F-5
66.3 m
F-6
50.6 m
F-7
13.7 m
F-8
38.4 m
F-9
12.5 m
629.3 m
Trench excavation in ordinary soil for
1.5 concrete wall to a depth of 1000 mm from
reduced level in ordinary soil
TOTAL L=94.11 ml peripheral
202.64 m
202.64 m
2604.8 m
-1087.1 m
1517.7 m
3014.9 m
-90.4 m
-525.1 m
2399.4 m
202.643
7.300
1.000
1500.2 m
10
10
2.700
2.600
5.900
5.900
5.500
5.500
5.300
5.300
5.000
5.000
4.700
4.700
4.500
4.500
3.700
3.700
3.100
3.100
2.500
2.500
670.292
0.300
35.10 m
243.7 m
121.0 m
280.9 m
250.0 m
132.5 m
101.3 m
27.38 m
76.88 m
25.00 m
1293.7 m
b) Basement Beam
201.1 m
201.09 m
total
1 1,500.180
1.000
10
10
13
202.643
0.700
202.64
0.50
5.400
5.400
1.200
5.000
5.000
1.100
4.800
4.800
1.050
4.500
4.500
1.000
4.200
4.200
0.950
4.500
4.500
0.900
3.200
3.200
0.700
2.600
2.600
0.550
2.000
2.000
0.400
0.600
0.600
1.900
0.600
0.600
1.900
142 m
141.9 m
101.32 m
101.32 m
total
d)shear wall
total
e)stone masonary
total
Reinforced concrete work in c-25 with
minimum cement content of 360 kgs/m3 to
2.2 be filled in forms and vibrated around steel
reinforcement. (steel reinforcement and
forms measured separately.)
a) In footings.
F-1
244.9 m
F-2
110.0 m
F-3
241.9 m
F-4
202.5 m
F-5
100.6 m
F-6
91.1 m
F-7
14.3 m
F-8
29.7 m
F-9
6.4 m
1041.5 m
b) foundation column
C-1
8.89 m
C-2
6.16 m
1 1,500.180
0.180
13
0.600
0.600
1.900
0.600
0.600
1.900
0.600
0.600
1.900
0.600
0.600
1.900
0.600
0.600
1.900
0.600
0.600
1.900
0.700
0.700
1.900
0.500
0.500
1.900
0.500
0.500
1.900
0.600
0.600
2.540
0.600
0.600
2.540
0.600
0.600
2.540
0.600
0.600
2.540
0.600
0.600
2.540
0.600
0.600
2.540
0.600
0.600
C-2'
6.16 m
C-3'
4.79 m
C-3
4.79 m
C-4
2.74 m
C-5
3.42 m
C-6
2.05 m
C-7
2.79 m
C-8
0.95 m
C-9
2.85 m
45.59 m
270 m
270.0 m
d) basement column
C-1
11.89 m
C-2
8.23 m
C-2'
8.23 m
C-3'
6.40 m
C-3
6.40 m
C-4
3.66 m
C-5
4.57 m
1
C-5
2.540
0.600
0.600
2.540
0.700
0.700
2.540
0.500
0.500
2.540
0.500
0.500
2.540
1 1,500.180
0.180
4.57 m
C-6
2.74 m
C-7
3.73 m
C-8
1.27 m
C-9
3.81 m
60.93 m
270 m
270.0 m
1
10
10
13
670.292
0.300
0.500
723.097
0.250
0.500
202.643
7.300
0.200
5.040
8.539
0.300
21.600
1.200
20.000
1.100
19.200
1.050
18.000
1.000
4.240
0.950
16.000
0.900
3.240
0.700
10.400
0.550
8.000
0.400
2.400
1.900
2.400
1.900
2.400
1.900
2.400
1.900
f) Basement Beam
100.5 m
100.54 m
90.39 m
90.39 m
296 m
295.9 m
12.9 m
12.91 m
181.4 m
88.0 m
201.6 m
180.0 m
24.2 m
72.0 m
4.54 m
45.76 m
12.80 m
810.31 m
59.28 m
41.04 m
41.04 m
31.92 m
total
g) gread Beam
total
h) shear wall
total
i) lift shaft
total
Provide, cut and fix in position sawn
2.3 wooden or steel formwork which ever
appropriate.
a) To footings
F-1
F-2
F-3
F-4
F-5
F-6
F-7
F-8
F-9
b) foundation column
C-1
C-2
C-2'
C-3'
2.400
1.900
2.400
1.900
2.400
1.900
2.400
1.900
2.400
1.900
2.400
1.900
2.400
1.900
670.292
0.500
13
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
2.400
2.540
723.097
0.500
31.92 m
18.24 m
22.80 m
13.68 m
13.68 m
9.12 m
27.36 m
310.08 m
C-3
C-4
C-5
C-6
C-7
C-8
C-9
b) Basement Beam
670.3 m
670.29 m
79.25 m
54.86 m
54.86 m
42.67 m
42.67 m
24.38 m
30.48 m
18.29 m
18.29 m
12.19 m
36.58 m
414.52 m
b) basement column
C-1
C-2
C-2'
C-3'
C-3
C-4
C-5
C-6
C-7
C-8
C-9
b) gread Beam
723.1 m
723.10 m
202.643
7.300
5.040
8.539
1 1,500.180
1.000
993.000
1.000
b) shear wall
2959 m
2958.6 m
c)for lift shaft
86.1 m
86.1 m
1500.2 m
1500.2 m
13
13
13
0.600
0.600
8.120
0.500
0.500
10.080
0.400
0.400
6.720
0.600
0.600
8.120
0.500
0.500
10.080
0.400
0.400
9.120
0.280
4.760
0.600
0.600
3.360
0.500
0.500
10.080
0.400
0.400
9.120
0.280
4.760
0.600
0.600
3.360
0.500
0.500
10.080
0.400
0.400
9.120
0.600
0.600
8.120
0.500
0.500
10.080
1.Concrete Works
Reinforced concrete work in c-25 with
minimum cement content of 360 kgs/m3 to
1.1 be filled in forms and vibrated around steel
reinforcement. (steel reinforcement and
forms measured separately.)
a) elevation column
C-1
38.00 m
32.76 m
13.98 m
C-2
26.31 m
22.68 m
13.13 m
12.00 m
10.89 m
22.68 m
13.13 m
9.33 m
8.47 m
17.64 m
10.21 m
C-3
20.46 m
17.64 m
0.400
0.400
9.120
0.600
0.600
8.120
0.500
0.500
10.080
0.400
0.400
6.720
0.600
0.600
8.120
0.500
0.500
10.080
0.400
0.400
9.120
0.600
0.600
8.120
0.500
0.500
10.080
0.400
0.400
6.720
0.700
0.700
8.120
0.500
0.500
10.080
0.400
0.400
6.720
0.280
4.760
714.500
0.250
0.500
501.110
0.250
0.500
774.907
0.250
0.500
801.000
10.21 m
C-4
8.77 m
7.56 m
3.23 m
C-5
14.62 m
12.60 m
7.30 m
C-6
8.77 m
7.56 m
3.23 m
C-7
11.94 m
7.56 m
3.23 m
8.00 m
403.89 m
b) floor Beam
1st floor
89.31 m
2nd & 4th floor
125.3 m
3rd floor
96.86 m
5th & 6th floor
200.3 m
1
0.250
0.500
667.850
0.250
0.400
1,525.81
0.180
1,125.06
0.180
1,172.74
0.180
404.88
0.180
1.500
3.000
0.150
1.450
3.230
0.150
1.500
0.500
0.045
20
12
10
1.500
3.000
0.150
2.150
3.000
0.150
1.500
0.500
0.045
7.175
8.250
0.200
1.500
0.500
0.135
66.79 m
66.79 m
274.7 m
810.0 m
422.2 m
1506.9 m
72.9 m
72.9 m
total
c) Roof Beam
total
d) In 180mm Suspended slab
1st floor ,Area=1525.81m2,
2nd ,4th,5th & 6th floor ,Area=1525.81m2,
3rd floor ,Area=1525.81m2,
e) roof slab
Area=404.88m2,
total
f) staircase in class room
soffit
23.68 m
Steps Area=1/2*0.15*0.9 =0.5*.135
3.04 m
26.72 m
43.87 m
22.280
8.539
total
total
i) lift shaft
57.1 m
1
1
0.300
13
13
13
2.400
8.120
2.000
10.080
1.600
6.720
2.400
8.120
2.000
10.080
1.600
9.120
1.160
4.760
2.400
3.360
2.000
10.080
1.600
9.120
1.160
4.760
2.400
3.360
2.000
10.080
1.600
9.120
2.400
8.120
0.500
10.080
0.400
9.120
0.600
8.120
2.000
10.080
1.600
6.720
2.400
8.120
2.000
10.080
1.600
9.120
2.400
57.1 m
57.07 m
253.34 m
total
Provide, cut and fix in position sawn
wooden or steel formwork which ever
1.2 appropriate.
a)elevation column
C-1
262.08 m
139.78 m
175.39 m
C-2
181.44 m
131.33 m
49.69 m
72.58 m
181.44 m
131.33 m
38.65 m
56.45 m
141.12 m
102.14 m
136.42 m
C-3
35.28 m
25.54 m
14.62 m
C-4
60.48 m
32.26 m
97.44 m
C-5
100.80 m
72.96 m
58.46 m
C-6
8.120
2.000
10.080
1.600
6.720
2.800
8.120
2.000
10.080
1.600
6.720
1.160
4.760
58.46 m
C-6
60.48 m
32.26 m
68.21 m
C-7
60.48 m
32.26 m
33.13 m
2837.8 m
1
2 4,093.627
0.500
1 8,371.516
1.000
667.850
0.400
1 1,175.735
1.000
22.280
8.539
3.000
2.150
2.150
0.150
3.000
1.500
3.000
0.150
0.150
0.150
0.150
1.450
a) floor Beam
4094 m
4093.6 m
a) roof Beam
534 m
534.3 m
b) Floor slabs
8372 m
8371.5 m
1176 m
1175.7 m
total
b) roof slabs
total
c)for lift shaft
380.5 m
380.5 m
38.70 m
3.87 m
54.00 m
10.8 m
0.36 m
1.74 m
109.47 m
c) Stair case
landing
landing
soffit
soffit
raiser
steps