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Revit Samples
www.autodesk.com/revit
Scale
Checked by
Drawn by
Date
Project number
15/10/201509:03:57‫م‬
Quantites of Concrete-Beams
105
Mr.Hamed Al-Mari Villa
Mr.Hamed Al-Mari
15/10/2015
Eng.
Eng.
Schedules 2
No. Description Date
02 - 2 - Beams Schedules By Level
Type Count
Cut
Length
(m)
Volume
(m3)
Actual Cost
( KD )
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 6.30 m 1.19 29
4 24.00 m 4.64 114
B6 40 X 80 1 6.70 m 1.74 43
1 6.70 m 1.74 43
CA1 20 X 80 1 0.60 m 0.08 2
CA1 20 X 80 1 6.45 m 0.84 21
CA1 20 X 80 1 1.50 m 0.20 5
3 8.55 m 1.11 27
CB1 30 X 80 1 5.90 m 1.15 28
CB1 30 X 80 1 6.90 m 1.23 30
2 12.80 m 2.39 58
CB2 30 X 80 1 12.65 m 2.27 55
1 12.65 m 2.27 55
CB5 20 X 80 1 5.90 m 0.77 19
CB5 20 X 80 1 2.55 m 0.33 8
CB5 20 X 80 1 3.35 m 0.44 11
3 11.80 m 1.53 38
CB8 20 X 80 1 7.10 m 0.92 23
CB8 20 X 80 1 6.60 m 0.86 21
CB8 20 X 80 1 3.35 m 0.44 11
CB8 20 X 80 1 3.85 m 0.50 12
4 20.90 m 2.72 67
CB9* 50 X 80 1 7.40 m 2.35 58
CB9* 50 X 80 1 5.30 m 1.61 39
CB9* 50 X 80 1 4.80 m 1.52 37
CB9* 50 X 80 1 5.70 m 1.77 43
4 23.20 m 7.25 178
48 207.80 m 32.90 806
6-Staircase Slab
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.30 m 0.07 2
B1 20 X 40 1 1.85 m 0.09 2
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.55 m 0.06 1
B1 20 X 40 1 1.25 m 0.06 2
B1 20 X 40 1 1.05 m 0.05 1
7 10.80 m 0.52 13
B2 20 X 50 1 2.20 m 0.15 4
1 2.20 m 0.15 4
B2@ Mid Lvl 20
X 50
1 2.00 m 0.20 5
B2@ Mid Lvl 20
X 50
1 2.00 m 0.20 5
B2@ Mid Lvl 20
X 50
1 2.10 m 0.21 5
B2@ Mid Lvl 20
X 50
1 2.20 m 0.22 5
B2@ Mid Lvl 20
X 50
1 1.80 m 0.18 4
5 10.10 m 1.01 25
B4 20 X 80 1 1.30 m 0.17 4
B4 20 X 80 1 2.10 m 0.25 6
B4 20 X 80 1 2.10 m 0.25 6
B4 20 X 80 1 5.70 m 0.74 18
B4 20 X 80 1 4.60 m 0.60 15
5 15.80 m 2.00 49
CA1 20 X 80 1 1.25 m 0.16 4
CA1 20 X 80 1 0.25 m
CA1 20 X 80 1 0.50 m 0.07 2
CA1 20 X 80 1 1.25 m 0.16 4
4 3.25 m 0.39 10
CB4 20 X 80 1 3.35 m 0.44 11
1 3.35 m 0.44 11
23 45.50 m 4.51 111
Total of Beams:
210
210 835.51 m 121.98 2988
02 - 2 - Beams Schedules By Level
Type Count
Cut
Length
(m)
Volume
(m3)
Actual Cost
( KD )
B4 20 X 80 1 2.10 m 0.29 7
B4 20 X 80 1 6.00 m 0.78 19
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 2.05 m 0.27 7
B4 20 X 80 1 4.60 m 0.60 15
B4 20 X 80 1 8.70 m 1.13 28
11 53.20 m 6.94 170
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 6.30 m 1.19 29
4 24.00 m 4.64 114
B6 40 X 80 1 6.70 m 1.74 43
1 6.70 m 1.74 43
CA1 20 X 80 1 0.60 m 0.08 2
CA1 20 X 80 1 6.45 m 0.84 21
CA1 20 X 80 1 1.50 m 0.20 5
3 8.55 m 1.11 27
CB1 30 X 80 1 5.90 m 1.15 28
CB1 30 X 80 1 6.90 m 1.23 30
2 12.80 m 2.39 58
CB2 30 X 80 1 12.65 m 2.25 55
1 12.65 m 2.25 55
CB5 20 X 80 1 5.55 m 0.72 18
CB5 20 X 80 1 2.55 m 0.33 8
CB5 20 X 80 1 3.25 m 0.42 10
3 11.35 m 1.48 36
CB8 20 X 80 1 7.00 m 0.91 22
CB8 20 X 80 1 6.50 m 0.85 21
CB8 20 X 80 1 3.35 m 0.44 11
CB8 20 X 80 1 3.85 m 0.50 12
4 20.70 m 2.69 66
CB9* 50 X 80 1 7.40 m 2.34 57
CB9* 50 X 80 1 5.30 m 1.61 39
CB9* 50 X 80 1 4.80 m 1.50 37
CB9* 50 X 80 1 5.70 m 1.82 45
4 23.20 m 7.27 178
47 204.00 m 32.73 802
5-Second Slab Lvl
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.30 m 0.10 3
B1 20 X 40 1 1.85 m 0.09 2
B1 20 X 40 1 1.90 m 0.09 2
B1 20 X 40 1 1.30 m 0.07 2
B1 20 X 40 1 1.45 m 0.06 1
B1 20 X 40 1 1.25 m 0.06 2
B1 20 X 40 1 1.20 m 0.06 1
B1 20 X 40 1 2.10 m 0.10 3
B1 20 X 40 1 2.20 m 0.11 3
B1 20 X 40 1 2.80 m 0.14 3
11 19.25 m 0.99 24
B2 20 X 50 1 3.15 m 0.22 5
B2 20 X 50 1 1.85 m 0.13 3
2 5.00 m 0.35 9
B3 30 X 50 1 4.75 m 0.50 12
B3 30 X 50 1 4.90 m 0.51 13
2 9.65 m 1.01 25
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 6.25 m 0.81 20
B4 20 X 80 1 1.90 m 0.25 6
B4 20 X 80 1 2.10 m 0.25 6
B4 20 X 80 1 6.00 m 0.78 19
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 2.15 m 0.28 7
B4 20 X 80 1 4.60 m 0.60 15
B4 20 X 80 1 8.70 m 1.13 28
11 53.30 m 6.90 169
02 - 2 - Beams Schedules By Level
Type Count
Cut
Length
(m)
Volume
(m3)
Actual Cost
( KD )
B4 20 X 80 1 6.25 m 0.81 20
B4 20 X 80 1 6.55 m 0.84 21
B4 20 X 80 1 6.20 m 0.80 20
B4 20 X 80 1 5.05 m 0.65 16
B4 20 X 80 1 5.95 m 0.77 19
B4 20 X 80 1 5.95 m 0.77 19
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 5.70 m 0.74 18
B4 20 X 80 1 1.90 m 0.25 6
B4 20 X 80 1 3.63 m 0.45 11
10 52.58 m 6.79 166
B5 30 X 80 1 6.55 m 1.26 31
B5 30 X 80 1 5.95 m 1.16 28
B5 30 X 80 1 5.40 m 1.05 26
B5 30 X 80 1 5.95 m 1.16 28
4 23.85 m 4.64 114
B7 70 X 80 1 5.78 m 2.11 52
1 5.78 m 2.11 52
B8 60 X 80 1 2.50 m 0.84 21
1 2.50 m 0.84 21
CA1 20 X 80 1 1.00 m 0.13 3
1 1.00 m 0.13 3
CB1 30 X 80 1 6.15 m 1.20 29
CB1 30 X 80 1 5.87 m 1.10 27
2 12.02 m 2.30 56
CB5 20 X 80 1 5.55 m 0.72 18
CB5 20 X 80 1 2.65 m 0.34 8
CB5 20 X 80 1 3.10 m 0.40 10
CB5 20 X 80 1 1.30 m 0.17 4
4 12.60 m 1.64 40
CB6 30 X 80 1 14.80 m 2.62 64
1 14.80 m 2.62 64
CB7 20 X 80 1 6.00 m 0.78 19
CB7 20 X 80 1 2.30 m 0.30 7
CB7 20 X 80 1 2.10 m 0.26 6
CB7 20 X 80 1 3.78 m 0.48 12
4 14.18 m 1.83 45
CB8 20 X 80 1 6.90 m 0.90 22
CB8 20 X 80 1 6.40 m 0.83 20
CB8 20 X 80 1 3.30 m 0.43 11
CB8 20 X 80 1 3.80 m 0.49 12
4 20.40 m 2.65 65
CB9 40 X 80 1 7.40 m 1.84 45
CB9 40 X 80 1 5.30 m 1.25 31
CB9 40 X 80 1 10.20 m 2.49 61
3 22.90 m 5.58 137
52 230.14 m 33.66 825
4-First Slab Lvl
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.30 m 0.10 3
B1 20 X 40 1 1.85 m 0.09 2
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.30 m 0.07 2
B1 20 X 40 1 1.45 m 0.05 1
B1 20 X 40 1 1.15 m 0.09 2
B1 20 X 40 1 1.20 m 0.06 1
B1 20 X 40 1 2.05 m 0.10 3
B1 20 X 40 1 2.10 m 0.10 3
10 16.20 m 0.86 21
B2 20 X 50 1 3.15 m 0.22 5
B2 20 X 50 1 1.85 m 0.13 3
2 5.00 m 0.35 9
B3 30 X 50 1 4.75 m 0.50 12
B3 30 X 50 1 4.90 m 0.51 13
2 9.65 m 1.01 25
B4 20 X 80 1 5.40 m 0.70 17
B4 20 X 80 1 6.25 m 0.81 20
B4 20 X 80 1 1.90 m 0.25 6
02 - 2 - Beams Schedules By Level
Type Count
Cut
Length
(m)
Volume
(m3)
Actual Cost
( KD )
2-Basement Slab Lvl
B1 20 X 40 1 0.84 m 0.04 1
B1 20 X 40 1 1.89 m 0.09 2
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.30 m 0.10 3
B1 20 X 40 1 1.85 m 0.09 2
B1 20 X 40 1 1.30 m 0.07 2
B1 20 X 40 1 1.80 m 0.09 2
B1 20 X 40 1 1.90 m 0.09 2
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.10 m 0.05 1
10 15.78 m 0.83 20
B2 20 X 50 1 2.75 m 0.19 5
B2 20 X 50 1 2.00 m 0.14 3
B2 20 X 50 1 2.74 m 0.19 5
B2 20 X 50 1 3.35 m 0.23 6
B2 20 X 50 1 2.10 m 0.21 5
B2 20 X 50 1 3.90 m 0.27 7
6 16.84 m 1.24 30
B2@ Mid Lvl 20
X 50
1 6.30 m 0.44 11
1 6.30 m 0.44 11
B3 30 X 50 1 4.70 m 0.49 12
B3 30 X 50 1 4.70 m 0.49 12
B3 30 X 50 1 4.70 m 0.49 12
3 14.10 m 1.48 36
B4 20 X 80 1 7.40 m 0.96 24
B4 20 X 80 1 6.65 m 0.84 21
B4 20 X 80 1 6.30 m 0.82 20
B4 20 X 80 1 5.90 m 0.77 19
B4 20 X 80 1 6.65 m 0.85 21
5 32.90 m 4.24 104
B5 30 X 80 1 5.90 m 1.15 28
B5 30 X 80 1 7.00 m 1.37 33
2 12.90 m 2.52 62
CB3 20 X 80 1 4.70 m 0.61 15
CB3 20 X 80 1 1.95 m 0.25 6
2 6.65 m 0.86 21
CB4 20 X 80 1 4.00 m 0.52 13
CB4 20 X 80 1 1.95 m 0.25 6
CB4 20 X 80 1 3.74 m 0.49 12
CB4 20 X 80 1 4.01 m 0.52 13
4 13.70 m 1.78 44
CB5 20 X 80 1 5.55 m 0.72 18
CB5 20 X 80 1 2.70 m 0.35 9
CB5 20 X 80 1 3.05 m 0.40 10
CB5 20 X 80 1 1.30 m 0.17 4
4 12.60 m 1.64 40
CB6 30 X 80 1 7.00 m 1.37 33
CB6 30 X 80 1 4.80 m 0.91 22
CB6 30 X 80 1 4.50 m 0.88 21
3 16.30 m 3.15 77
40 148.07 m 18.18 445
3-Ground Slab Lvl
B1 20 X 40 1 1.70 m 0.05 1
B1 20 X 40 1 1.05 m 0.08 2
B1 20 X 40 1 3.30 m 0.16 4
B1 20 X 40 1 8.25 m 0.40 10
B1 20 X 40 1 1.89 m 0.09 2
B1 20 X 40 1 4.35 m 0.22 5
B1 20 X 40 1 2.60 m 0.13 3
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 4.60 m 0.23 6
B1 20 X 40 1 5.35 m 0.26 6
B1 20 X 40 1 2.00 m 0.10 2
B1 20 X 40 1 1.30 m 0.07 2
B1 20 X 40 1 1.90 m 0.10 2
B1 20 X 40 1 1.20 m 0.06 1
B1 20 X 40 1 1.80 m 0.09 2
B1 20 X 40 1 0.50 m
16 43.69 m 2.12 52
B3 30 X 50 1 3.85 m 0.40 10
1 3.85 m 0.40 10
www.autodesk.com/revit
Scale
Checked by
Drawn by
Date
Project number
15/10/201509:03:47‫م‬
Quantites of Concrete-Columns
105
Mr.Hamed Al-Mari Villa
Mr.Hamed Al-Mari
15/10/2015
Eng.
Eng.
Schedules 1
No. Description Date
01-1- Columns
Type Count
Length
(m)
Volume
(m3)
Cost ( KD / m3) Actual Cost (KD)
1 0.54 13
C7 20 X 80 1 4.00 m 0.62 24.50 15
C7 20 X 80 1 4.00 m 0.62 24.50 15
C7 20 X 80 1 4.00 m 0.62 24.50 15
3 1.85 45
C8 20 X 90 1 4.00 m 0.69 24.50 17
1 0.69 17
23 10.18 249
6-Staircase Slab
C2 20 X 50 1 3.50 m 0.34 24.50 8
C2 20 X 50 1 3.50 m 0.34 24.50 8
C2 20 X 50 1 3.50 m 0.34 24.50 8
3 1.01 25
C3 20 X 50 1 3.50 m 0.34 24.50 8
C3 20 X 50 1 3.50 m 0.34 24.50 8
C3 20 X 50 1 3.50 m 0.34 24.50 8
C3 20 X 50 1 3.50 m 0.34 24.50 8
4 1.34 33
C4 20 X 50 1 3.50 m 0.34 24.50 8
C4 20 X 50 1 3.50 m 0.34 24.50 8
C4 20 X 50 1 3.50 m 0.34 24.50 8
3 1.01 25
C5 20 X 60 1 3.50 m 0.40 24.50 10
1 0.40 10
11 3.75 92
Total of
Columns:
117
117 56.26 1378
01-1- Columns
Type Count
Length
(m)
Volume
(m3)
Cost ( KD / m3) Actual Cost (KD)
C6 30 X 70 1 4.30 m 0.87 24.50 21
1 0.87 21
C7 20 X 100 1 4.30 m 0.83 24.50 20
C7 20 X 100 1 4.30 m 0.83 24.50 20
C7 20 X 100 1 4.30 m 0.83 24.50 20
3 2.49 61
C8 25 X 100 1 4.30 m 1.04 24.50 25
1 1.04 25
29 15.81 387
4-First Slab Lvl
C2 20 X 50 1 4.00 m 0.39 24.50 10
C2 20 X 50 1 4.00 m 0.40 24.50 10
C2 20 X 50 1 4.00 m 0.39 24.50 9
C2 20 X 50 1 4.00 m 0.39 24.50 10
C2 20 X 50 1 4.00 m 0.39 24.50 9
C2 20 X 50 1 4.00 m 0.39 24.50 9
6 2.34 57
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
6 2.31 57
C4 20 X 60 1 4.00 m 0.46 24.50 11
C4 20 X 60 1 4.00 m 0.46 24.50 11
C4 20 X 60 1 4.00 m 0.47 24.50 12
C4 20 X 60 1 4.00 m 0.46 24.50 11
C4 20 X 60 1 4.00 m 0.46 24.50 11
5 2.32 57
C5 20 X 70 1 4.00 m 0.54 24.50 13
1 0.54 13
C6 25 X 70 1 4.00 m 0.67 24.50 17
1 0.67 17
C7 20 X 90 1 4.00 m 0.69 24.50 17
C7 20 X 90 1 4.00 m 0.69 24.50 17
C7 20 X 90 1 4.00 m 0.69 24.50 17
3 2.08 51
C8 20 X 100 1 4.00 m 0.77 24.50 19
1 0.77 19
23 11.04 270
5-Second Slab Lvl
C2 20 X 50 1 4.00 m 0.39 24.50 10
C2 20 X 50 1 4.00 m 0.39 24.50 9
C2 20 X 50 1 4.00 m 0.39 24.50 9
C2 20 X 50 1 4.00 m 0.39 24.50 10
C2 20 X 50 1 4.00 m 0.39 24.50 9
C2 20 X 50 1 4.00 m 0.39 24.50 9
6 2.33 57
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
C3 20 X 50 1 4.00 m 0.39 24.50 9
6 2.31 57
C4 20 X 50 1 4.00 m 0.39 24.50 9
C4 20 X 50 1 4.00 m 0.39 24.50 9
C4 20 X 50 1 4.00 m 0.39 24.50 9
C4 20 X 50 1 4.00 m 0.39 24.50 9
4 1.54 38
C4 20 X 60 1 4.00 m 0.46 24.50 11
1 0.46 11
C5 20 X 60 1 4.00 m 0.46 24.50 11
1 0.46 11
C6 20 X 70 1 4.00 m 0.54 24.50 13
01-1- Columns
Type Count
Length
(m)
Volume
(m3)
Cost ( KD / m3) Actual Cost (KD)
2-Basement Slab Lvl
C1 20 X 40 1 3.95 m 0.30 24.50 7
C1 20 X 40 1 3.95 m 0.30 24.50 7
C1 20 X 40 1 3.95 m 0.30 24.50 7
C1 20 X 40 1 3.95 m 0.30 24.50 7
4 1.22 30
C2 20 X 50 1 3.95 m 0.38 24.50 9
C2 20 X 50 1 3.95 m 0.39 24.50 10
C2 20 X 50 1 3.95 m 0.39 24.50 10
C2 20 X 50 1 3.95 m 0.39 24.50 10
C2 20 X 50 1 3.95 m 0.38 24.50 9
C2 20 X 50 1 3.95 m 0.39 24.50 10
C2 20 X 50 1 3.95 m 0.40 24.50 10
C2 20 X 50 1 3.95 m 0.38 24.50 9
C2 20 X 50 1 3.95 m 0.38 24.50 9
9 3.47 85
C3 20 X 60 1 3.95 m 0.46 24.50 11
C3 20 X 60 1 3.95 m 0.46 24.50 11
C3 20 X 60 1 3.95 m 0.46 24.50 11
C3 20 X 60 1 3.95 m 0.46 24.50 11
C3 20 X 60 1 3.95 m 0.46 24.50 11
C3 20 X 60 1 3.95 m 0.46 24.50 11
6 2.74 67
C4 20 X 70 1 3.95 m 0.54 24.50 13
C4 20 X 70 1 3.95 m 0.53 24.50 13
C4 20 X 70 1 3.95 m 0.55 24.50 13
C4 20 X 70 1 3.95 m 0.53 24.50 13
C4 20 X 70 1 3.95 m 0.53 24.50 13
C4 20 X 70 1 3.95 m 0.53 24.50 13
6 3.22 79
C5 20 X 80 1 3.95 m 0.61 24.50 15
1 0.61 15
C6 30 X 70 1 3.95 m 0.80 24.50 20
1 0.80 20
C7 20 X 100 1 3.95 m 0.76 24.50 19
C7 20 X 100 1 3.95 m 0.76 24.50 19
C7 20 X 100 1 3.95 m 0.77 24.50 19
3 2.29 56
C8 30 X 100 1 3.95 m 1.14 24.50 28
1 1.14 28
31 15.47 379
3-Ground Slab Lvl
C1 20 X 40 1 4.30 m 0.33 24.50 8
C1 20 X 40 1 4.30 m 0.33 24.50 8
C1 20 X 40 1 4.30 m 0.33 24.50 8
C1 20 X 40 1 4.30 m 0.33 24.50 8
4 1.33 33
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
C2 20 X 50 1 4.30 m 0.42 24.50 10
7 2.93 72
C3 20 X 60 1 4.30 m 0.50 24.50 12
C3 20 X 60 1 4.30 m 0.50 24.50 12
C3 20 X 60 1 4.30 m 0.50 24.50 12
C3 20 X 60 1 4.30 m 0.50 24.50 12
C3 20 X 60 1 4.30 m 0.50 24.50 12
C3 20 X 60 1 4.30 m 0.50 24.50 12
6 2.99 73
C4 20 X 70 1 4.30 m 0.58 24.50 14
C4 20 X 70 1 4.30 m 0.58 24.50 14
C4 20 X 70 1 4.30 m 0.60 24.50 15
C4 20 X 70 1 4.30 m 0.58 24.50 14
C4 20 X 70 1 4.30 m 0.58 24.50 14
C4 20 X 70 1 4.30 m 0.58 24.50 14
6 3.50 86
C5 20 X 80 1 4.30 m 0.66 24.50 16
1 0.66 16

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  • 1. Str
  • 3. www.autodesk.com/revit Scale Checked by Drawn by Date Project number 15/10/201509:03:57‫م‬ Quantites of Concrete-Beams 105 Mr.Hamed Al-Mari Villa Mr.Hamed Al-Mari 15/10/2015 Eng. Eng. Schedules 2 No. Description Date 02 - 2 - Beams Schedules By Level Type Count Cut Length (m) Volume (m3) Actual Cost ( KD ) B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 6.30 m 1.19 29 4 24.00 m 4.64 114 B6 40 X 80 1 6.70 m 1.74 43 1 6.70 m 1.74 43 CA1 20 X 80 1 0.60 m 0.08 2 CA1 20 X 80 1 6.45 m 0.84 21 CA1 20 X 80 1 1.50 m 0.20 5 3 8.55 m 1.11 27 CB1 30 X 80 1 5.90 m 1.15 28 CB1 30 X 80 1 6.90 m 1.23 30 2 12.80 m 2.39 58 CB2 30 X 80 1 12.65 m 2.27 55 1 12.65 m 2.27 55 CB5 20 X 80 1 5.90 m 0.77 19 CB5 20 X 80 1 2.55 m 0.33 8 CB5 20 X 80 1 3.35 m 0.44 11 3 11.80 m 1.53 38 CB8 20 X 80 1 7.10 m 0.92 23 CB8 20 X 80 1 6.60 m 0.86 21 CB8 20 X 80 1 3.35 m 0.44 11 CB8 20 X 80 1 3.85 m 0.50 12 4 20.90 m 2.72 67 CB9* 50 X 80 1 7.40 m 2.35 58 CB9* 50 X 80 1 5.30 m 1.61 39 CB9* 50 X 80 1 4.80 m 1.52 37 CB9* 50 X 80 1 5.70 m 1.77 43 4 23.20 m 7.25 178 48 207.80 m 32.90 806 6-Staircase Slab B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.30 m 0.07 2 B1 20 X 40 1 1.85 m 0.09 2 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.55 m 0.06 1 B1 20 X 40 1 1.25 m 0.06 2 B1 20 X 40 1 1.05 m 0.05 1 7 10.80 m 0.52 13 B2 20 X 50 1 2.20 m 0.15 4 1 2.20 m 0.15 4 B2@ Mid Lvl 20 X 50 1 2.00 m 0.20 5 B2@ Mid Lvl 20 X 50 1 2.00 m 0.20 5 B2@ Mid Lvl 20 X 50 1 2.10 m 0.21 5 B2@ Mid Lvl 20 X 50 1 2.20 m 0.22 5 B2@ Mid Lvl 20 X 50 1 1.80 m 0.18 4 5 10.10 m 1.01 25 B4 20 X 80 1 1.30 m 0.17 4 B4 20 X 80 1 2.10 m 0.25 6 B4 20 X 80 1 2.10 m 0.25 6 B4 20 X 80 1 5.70 m 0.74 18 B4 20 X 80 1 4.60 m 0.60 15 5 15.80 m 2.00 49 CA1 20 X 80 1 1.25 m 0.16 4 CA1 20 X 80 1 0.25 m CA1 20 X 80 1 0.50 m 0.07 2 CA1 20 X 80 1 1.25 m 0.16 4 4 3.25 m 0.39 10 CB4 20 X 80 1 3.35 m 0.44 11 1 3.35 m 0.44 11 23 45.50 m 4.51 111 Total of Beams: 210 210 835.51 m 121.98 2988 02 - 2 - Beams Schedules By Level Type Count Cut Length (m) Volume (m3) Actual Cost ( KD ) B4 20 X 80 1 2.10 m 0.29 7 B4 20 X 80 1 6.00 m 0.78 19 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 2.05 m 0.27 7 B4 20 X 80 1 4.60 m 0.60 15 B4 20 X 80 1 8.70 m 1.13 28 11 53.20 m 6.94 170 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 6.30 m 1.19 29 4 24.00 m 4.64 114 B6 40 X 80 1 6.70 m 1.74 43 1 6.70 m 1.74 43 CA1 20 X 80 1 0.60 m 0.08 2 CA1 20 X 80 1 6.45 m 0.84 21 CA1 20 X 80 1 1.50 m 0.20 5 3 8.55 m 1.11 27 CB1 30 X 80 1 5.90 m 1.15 28 CB1 30 X 80 1 6.90 m 1.23 30 2 12.80 m 2.39 58 CB2 30 X 80 1 12.65 m 2.25 55 1 12.65 m 2.25 55 CB5 20 X 80 1 5.55 m 0.72 18 CB5 20 X 80 1 2.55 m 0.33 8 CB5 20 X 80 1 3.25 m 0.42 10 3 11.35 m 1.48 36 CB8 20 X 80 1 7.00 m 0.91 22 CB8 20 X 80 1 6.50 m 0.85 21 CB8 20 X 80 1 3.35 m 0.44 11 CB8 20 X 80 1 3.85 m 0.50 12 4 20.70 m 2.69 66 CB9* 50 X 80 1 7.40 m 2.34 57 CB9* 50 X 80 1 5.30 m 1.61 39 CB9* 50 X 80 1 4.80 m 1.50 37 CB9* 50 X 80 1 5.70 m 1.82 45 4 23.20 m 7.27 178 47 204.00 m 32.73 802 5-Second Slab Lvl B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.30 m 0.10 3 B1 20 X 40 1 1.85 m 0.09 2 B1 20 X 40 1 1.90 m 0.09 2 B1 20 X 40 1 1.30 m 0.07 2 B1 20 X 40 1 1.45 m 0.06 1 B1 20 X 40 1 1.25 m 0.06 2 B1 20 X 40 1 1.20 m 0.06 1 B1 20 X 40 1 2.10 m 0.10 3 B1 20 X 40 1 2.20 m 0.11 3 B1 20 X 40 1 2.80 m 0.14 3 11 19.25 m 0.99 24 B2 20 X 50 1 3.15 m 0.22 5 B2 20 X 50 1 1.85 m 0.13 3 2 5.00 m 0.35 9 B3 30 X 50 1 4.75 m 0.50 12 B3 30 X 50 1 4.90 m 0.51 13 2 9.65 m 1.01 25 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 6.25 m 0.81 20 B4 20 X 80 1 1.90 m 0.25 6 B4 20 X 80 1 2.10 m 0.25 6 B4 20 X 80 1 6.00 m 0.78 19 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 2.15 m 0.28 7 B4 20 X 80 1 4.60 m 0.60 15 B4 20 X 80 1 8.70 m 1.13 28 11 53.30 m 6.90 169 02 - 2 - Beams Schedules By Level Type Count Cut Length (m) Volume (m3) Actual Cost ( KD ) B4 20 X 80 1 6.25 m 0.81 20 B4 20 X 80 1 6.55 m 0.84 21 B4 20 X 80 1 6.20 m 0.80 20 B4 20 X 80 1 5.05 m 0.65 16 B4 20 X 80 1 5.95 m 0.77 19 B4 20 X 80 1 5.95 m 0.77 19 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 5.70 m 0.74 18 B4 20 X 80 1 1.90 m 0.25 6 B4 20 X 80 1 3.63 m 0.45 11 10 52.58 m 6.79 166 B5 30 X 80 1 6.55 m 1.26 31 B5 30 X 80 1 5.95 m 1.16 28 B5 30 X 80 1 5.40 m 1.05 26 B5 30 X 80 1 5.95 m 1.16 28 4 23.85 m 4.64 114 B7 70 X 80 1 5.78 m 2.11 52 1 5.78 m 2.11 52 B8 60 X 80 1 2.50 m 0.84 21 1 2.50 m 0.84 21 CA1 20 X 80 1 1.00 m 0.13 3 1 1.00 m 0.13 3 CB1 30 X 80 1 6.15 m 1.20 29 CB1 30 X 80 1 5.87 m 1.10 27 2 12.02 m 2.30 56 CB5 20 X 80 1 5.55 m 0.72 18 CB5 20 X 80 1 2.65 m 0.34 8 CB5 20 X 80 1 3.10 m 0.40 10 CB5 20 X 80 1 1.30 m 0.17 4 4 12.60 m 1.64 40 CB6 30 X 80 1 14.80 m 2.62 64 1 14.80 m 2.62 64 CB7 20 X 80 1 6.00 m 0.78 19 CB7 20 X 80 1 2.30 m 0.30 7 CB7 20 X 80 1 2.10 m 0.26 6 CB7 20 X 80 1 3.78 m 0.48 12 4 14.18 m 1.83 45 CB8 20 X 80 1 6.90 m 0.90 22 CB8 20 X 80 1 6.40 m 0.83 20 CB8 20 X 80 1 3.30 m 0.43 11 CB8 20 X 80 1 3.80 m 0.49 12 4 20.40 m 2.65 65 CB9 40 X 80 1 7.40 m 1.84 45 CB9 40 X 80 1 5.30 m 1.25 31 CB9 40 X 80 1 10.20 m 2.49 61 3 22.90 m 5.58 137 52 230.14 m 33.66 825 4-First Slab Lvl B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.30 m 0.10 3 B1 20 X 40 1 1.85 m 0.09 2 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.30 m 0.07 2 B1 20 X 40 1 1.45 m 0.05 1 B1 20 X 40 1 1.15 m 0.09 2 B1 20 X 40 1 1.20 m 0.06 1 B1 20 X 40 1 2.05 m 0.10 3 B1 20 X 40 1 2.10 m 0.10 3 10 16.20 m 0.86 21 B2 20 X 50 1 3.15 m 0.22 5 B2 20 X 50 1 1.85 m 0.13 3 2 5.00 m 0.35 9 B3 30 X 50 1 4.75 m 0.50 12 B3 30 X 50 1 4.90 m 0.51 13 2 9.65 m 1.01 25 B4 20 X 80 1 5.40 m 0.70 17 B4 20 X 80 1 6.25 m 0.81 20 B4 20 X 80 1 1.90 m 0.25 6 02 - 2 - Beams Schedules By Level Type Count Cut Length (m) Volume (m3) Actual Cost ( KD ) 2-Basement Slab Lvl B1 20 X 40 1 0.84 m 0.04 1 B1 20 X 40 1 1.89 m 0.09 2 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.30 m 0.10 3 B1 20 X 40 1 1.85 m 0.09 2 B1 20 X 40 1 1.30 m 0.07 2 B1 20 X 40 1 1.80 m 0.09 2 B1 20 X 40 1 1.90 m 0.09 2 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.10 m 0.05 1 10 15.78 m 0.83 20 B2 20 X 50 1 2.75 m 0.19 5 B2 20 X 50 1 2.00 m 0.14 3 B2 20 X 50 1 2.74 m 0.19 5 B2 20 X 50 1 3.35 m 0.23 6 B2 20 X 50 1 2.10 m 0.21 5 B2 20 X 50 1 3.90 m 0.27 7 6 16.84 m 1.24 30 B2@ Mid Lvl 20 X 50 1 6.30 m 0.44 11 1 6.30 m 0.44 11 B3 30 X 50 1 4.70 m 0.49 12 B3 30 X 50 1 4.70 m 0.49 12 B3 30 X 50 1 4.70 m 0.49 12 3 14.10 m 1.48 36 B4 20 X 80 1 7.40 m 0.96 24 B4 20 X 80 1 6.65 m 0.84 21 B4 20 X 80 1 6.30 m 0.82 20 B4 20 X 80 1 5.90 m 0.77 19 B4 20 X 80 1 6.65 m 0.85 21 5 32.90 m 4.24 104 B5 30 X 80 1 5.90 m 1.15 28 B5 30 X 80 1 7.00 m 1.37 33 2 12.90 m 2.52 62 CB3 20 X 80 1 4.70 m 0.61 15 CB3 20 X 80 1 1.95 m 0.25 6 2 6.65 m 0.86 21 CB4 20 X 80 1 4.00 m 0.52 13 CB4 20 X 80 1 1.95 m 0.25 6 CB4 20 X 80 1 3.74 m 0.49 12 CB4 20 X 80 1 4.01 m 0.52 13 4 13.70 m 1.78 44 CB5 20 X 80 1 5.55 m 0.72 18 CB5 20 X 80 1 2.70 m 0.35 9 CB5 20 X 80 1 3.05 m 0.40 10 CB5 20 X 80 1 1.30 m 0.17 4 4 12.60 m 1.64 40 CB6 30 X 80 1 7.00 m 1.37 33 CB6 30 X 80 1 4.80 m 0.91 22 CB6 30 X 80 1 4.50 m 0.88 21 3 16.30 m 3.15 77 40 148.07 m 18.18 445 3-Ground Slab Lvl B1 20 X 40 1 1.70 m 0.05 1 B1 20 X 40 1 1.05 m 0.08 2 B1 20 X 40 1 3.30 m 0.16 4 B1 20 X 40 1 8.25 m 0.40 10 B1 20 X 40 1 1.89 m 0.09 2 B1 20 X 40 1 4.35 m 0.22 5 B1 20 X 40 1 2.60 m 0.13 3 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 4.60 m 0.23 6 B1 20 X 40 1 5.35 m 0.26 6 B1 20 X 40 1 2.00 m 0.10 2 B1 20 X 40 1 1.30 m 0.07 2 B1 20 X 40 1 1.90 m 0.10 2 B1 20 X 40 1 1.20 m 0.06 1 B1 20 X 40 1 1.80 m 0.09 2 B1 20 X 40 1 0.50 m 16 43.69 m 2.12 52 B3 30 X 50 1 3.85 m 0.40 10 1 3.85 m 0.40 10
  • 4. www.autodesk.com/revit Scale Checked by Drawn by Date Project number 15/10/201509:03:47‫م‬ Quantites of Concrete-Columns 105 Mr.Hamed Al-Mari Villa Mr.Hamed Al-Mari 15/10/2015 Eng. Eng. Schedules 1 No. Description Date 01-1- Columns Type Count Length (m) Volume (m3) Cost ( KD / m3) Actual Cost (KD) 1 0.54 13 C7 20 X 80 1 4.00 m 0.62 24.50 15 C7 20 X 80 1 4.00 m 0.62 24.50 15 C7 20 X 80 1 4.00 m 0.62 24.50 15 3 1.85 45 C8 20 X 90 1 4.00 m 0.69 24.50 17 1 0.69 17 23 10.18 249 6-Staircase Slab C2 20 X 50 1 3.50 m 0.34 24.50 8 C2 20 X 50 1 3.50 m 0.34 24.50 8 C2 20 X 50 1 3.50 m 0.34 24.50 8 3 1.01 25 C3 20 X 50 1 3.50 m 0.34 24.50 8 C3 20 X 50 1 3.50 m 0.34 24.50 8 C3 20 X 50 1 3.50 m 0.34 24.50 8 C3 20 X 50 1 3.50 m 0.34 24.50 8 4 1.34 33 C4 20 X 50 1 3.50 m 0.34 24.50 8 C4 20 X 50 1 3.50 m 0.34 24.50 8 C4 20 X 50 1 3.50 m 0.34 24.50 8 3 1.01 25 C5 20 X 60 1 3.50 m 0.40 24.50 10 1 0.40 10 11 3.75 92 Total of Columns: 117 117 56.26 1378 01-1- Columns Type Count Length (m) Volume (m3) Cost ( KD / m3) Actual Cost (KD) C6 30 X 70 1 4.30 m 0.87 24.50 21 1 0.87 21 C7 20 X 100 1 4.30 m 0.83 24.50 20 C7 20 X 100 1 4.30 m 0.83 24.50 20 C7 20 X 100 1 4.30 m 0.83 24.50 20 3 2.49 61 C8 25 X 100 1 4.30 m 1.04 24.50 25 1 1.04 25 29 15.81 387 4-First Slab Lvl C2 20 X 50 1 4.00 m 0.39 24.50 10 C2 20 X 50 1 4.00 m 0.40 24.50 10 C2 20 X 50 1 4.00 m 0.39 24.50 9 C2 20 X 50 1 4.00 m 0.39 24.50 10 C2 20 X 50 1 4.00 m 0.39 24.50 9 C2 20 X 50 1 4.00 m 0.39 24.50 9 6 2.34 57 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 6 2.31 57 C4 20 X 60 1 4.00 m 0.46 24.50 11 C4 20 X 60 1 4.00 m 0.46 24.50 11 C4 20 X 60 1 4.00 m 0.47 24.50 12 C4 20 X 60 1 4.00 m 0.46 24.50 11 C4 20 X 60 1 4.00 m 0.46 24.50 11 5 2.32 57 C5 20 X 70 1 4.00 m 0.54 24.50 13 1 0.54 13 C6 25 X 70 1 4.00 m 0.67 24.50 17 1 0.67 17 C7 20 X 90 1 4.00 m 0.69 24.50 17 C7 20 X 90 1 4.00 m 0.69 24.50 17 C7 20 X 90 1 4.00 m 0.69 24.50 17 3 2.08 51 C8 20 X 100 1 4.00 m 0.77 24.50 19 1 0.77 19 23 11.04 270 5-Second Slab Lvl C2 20 X 50 1 4.00 m 0.39 24.50 10 C2 20 X 50 1 4.00 m 0.39 24.50 9 C2 20 X 50 1 4.00 m 0.39 24.50 9 C2 20 X 50 1 4.00 m 0.39 24.50 10 C2 20 X 50 1 4.00 m 0.39 24.50 9 C2 20 X 50 1 4.00 m 0.39 24.50 9 6 2.33 57 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 C3 20 X 50 1 4.00 m 0.39 24.50 9 6 2.31 57 C4 20 X 50 1 4.00 m 0.39 24.50 9 C4 20 X 50 1 4.00 m 0.39 24.50 9 C4 20 X 50 1 4.00 m 0.39 24.50 9 C4 20 X 50 1 4.00 m 0.39 24.50 9 4 1.54 38 C4 20 X 60 1 4.00 m 0.46 24.50 11 1 0.46 11 C5 20 X 60 1 4.00 m 0.46 24.50 11 1 0.46 11 C6 20 X 70 1 4.00 m 0.54 24.50 13 01-1- Columns Type Count Length (m) Volume (m3) Cost ( KD / m3) Actual Cost (KD) 2-Basement Slab Lvl C1 20 X 40 1 3.95 m 0.30 24.50 7 C1 20 X 40 1 3.95 m 0.30 24.50 7 C1 20 X 40 1 3.95 m 0.30 24.50 7 C1 20 X 40 1 3.95 m 0.30 24.50 7 4 1.22 30 C2 20 X 50 1 3.95 m 0.38 24.50 9 C2 20 X 50 1 3.95 m 0.39 24.50 10 C2 20 X 50 1 3.95 m 0.39 24.50 10 C2 20 X 50 1 3.95 m 0.39 24.50 10 C2 20 X 50 1 3.95 m 0.38 24.50 9 C2 20 X 50 1 3.95 m 0.39 24.50 10 C2 20 X 50 1 3.95 m 0.40 24.50 10 C2 20 X 50 1 3.95 m 0.38 24.50 9 C2 20 X 50 1 3.95 m 0.38 24.50 9 9 3.47 85 C3 20 X 60 1 3.95 m 0.46 24.50 11 C3 20 X 60 1 3.95 m 0.46 24.50 11 C3 20 X 60 1 3.95 m 0.46 24.50 11 C3 20 X 60 1 3.95 m 0.46 24.50 11 C3 20 X 60 1 3.95 m 0.46 24.50 11 C3 20 X 60 1 3.95 m 0.46 24.50 11 6 2.74 67 C4 20 X 70 1 3.95 m 0.54 24.50 13 C4 20 X 70 1 3.95 m 0.53 24.50 13 C4 20 X 70 1 3.95 m 0.55 24.50 13 C4 20 X 70 1 3.95 m 0.53 24.50 13 C4 20 X 70 1 3.95 m 0.53 24.50 13 C4 20 X 70 1 3.95 m 0.53 24.50 13 6 3.22 79 C5 20 X 80 1 3.95 m 0.61 24.50 15 1 0.61 15 C6 30 X 70 1 3.95 m 0.80 24.50 20 1 0.80 20 C7 20 X 100 1 3.95 m 0.76 24.50 19 C7 20 X 100 1 3.95 m 0.76 24.50 19 C7 20 X 100 1 3.95 m 0.77 24.50 19 3 2.29 56 C8 30 X 100 1 3.95 m 1.14 24.50 28 1 1.14 28 31 15.47 379 3-Ground Slab Lvl C1 20 X 40 1 4.30 m 0.33 24.50 8 C1 20 X 40 1 4.30 m 0.33 24.50 8 C1 20 X 40 1 4.30 m 0.33 24.50 8 C1 20 X 40 1 4.30 m 0.33 24.50 8 4 1.33 33 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 C2 20 X 50 1 4.30 m 0.42 24.50 10 7 2.93 72 C3 20 X 60 1 4.30 m 0.50 24.50 12 C3 20 X 60 1 4.30 m 0.50 24.50 12 C3 20 X 60 1 4.30 m 0.50 24.50 12 C3 20 X 60 1 4.30 m 0.50 24.50 12 C3 20 X 60 1 4.30 m 0.50 24.50 12 C3 20 X 60 1 4.30 m 0.50 24.50 12 6 2.99 73 C4 20 X 70 1 4.30 m 0.58 24.50 14 C4 20 X 70 1 4.30 m 0.58 24.50 14 C4 20 X 70 1 4.30 m 0.60 24.50 15 C4 20 X 70 1 4.30 m 0.58 24.50 14 C4 20 X 70 1 4.30 m 0.58 24.50 14 C4 20 X 70 1 4.30 m 0.58 24.50 14 6 3.50 86 C5 20 X 80 1 4.30 m 0.66 24.50 16 1 0.66 16