4 Storey Mixed Use Building 2
4 Storey Mixed Use Building 2
4 Storey Mixed Use Building 2
25,2023
Project: Proposed 4- Storey Mized use Building
Location: Brgy. Conception, Gensan Drive,Koronadal City, South Cotabato
Location Description Dimension
Gridline D&A FTB1-Stirrups B H L QTY
0.3 0.5
both side
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
A 1.25 0.2 1 0.05
4 10 1.22727272727273 15
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
b 4.3 0.2 1 3.1
4 10 15.0909090909091 29
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
c 4.15 0.2 1 2.95
4 10 14.4090909090909 28
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
d 6.65 0.2 1 5.45
4 10 25.7727272727273 40
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
e 1.2 0.2 1 0
4 10 1 15
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
f 4.35 0.2 1 3.15
4 10 15.3181818181818 29
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
g 4.15 0.2 1 2.95
4 10 14.4090909090909 28
spacing 0.05 0.1 0.22
Span Dist 4 10 rest
h 3.336 0.2 1 2.136
4 10 10.7090909090909 25
spacing 175
Span Dist rest
A 175 0.3
584.333333333333 584
1 Footing-1 133.128
2 Footing-2 24.3
3 Footing-3 61.017
4 Footing-4 10.584
5 Footing-5 27.5
6 Column-1 61.11
7 Column-2 11.8825
8 Column-3 43.65
9 Column-4 19.4
10 Column-5 20.37
11 Column-6 25.4625
12 Column-7 49.47
13 Column-8 7.76
14 Column-9 38.19375 277.2988
15 ftb-1 9.45
16 ftb-2 11.52
17 ftb-3 9.3
18 ftb-4 22.32
19 GB-1 31.5
20 STRIP FOOTING 15.48
21 STRIP FOOTING(WALLS) 154.8
22 SOG 160.6
23 Mat Foundation 42.224
24 ELEVATOR WALL 93.366
25 SHEAR WALL 62.244
26 CONC.STAIRS 3.429
27 CONC.STAIRS(LANDING) 3.132
28 Conc. Canopy 30.73
TOTAL 1183.92275 CU.M
Date: Oct.25,2023
Project: Proposed 4- Storey Mized use Building
Location: Brgy. Conception, Gensan Drive,Koronadal City, South Cotabato
CUTTING LIST
Footing Foundation Dimension
Item # Item Description Diagram Set spacing a(m)
Top Bars
Footings
Longitudinal
F1 a 6 1.1
F1 Transverse 6 1.1
a
Bottom Bars
Footings
Longitudinal
F1 a 6 1.1
F1 Transverse 6 1.1
a
Top Bars
F2 Longitudinal 1 1.1
a
F2 Transverse 1 1.1
a
Bottom Bars
Longitudinal
a
F2 a 6 1.1
F2 Transverse 6 1.1
a
Top Bars
F3 Longitudinal 3 1
a
F3 Transverse 3 1
a
Bottom Bars
Longitudinal
F3 a 3 1.1
F3 Transverse 3 1.1
a
F4 Transverse 4 0.5
a
Top Bars
F5 Longitudinal 1 1
a
b
F5 Transverse 1 1
a
Bottom Bars
Longitudinal
F5 a 1 1
F5 Transverse 1 1
a
C1 Vertical Bars
6 0.4
b
Ties 6 0.5
c 0.26
a 0.61
0.2
C2 Vertical Bars
1 0.4
b
Ties 1 0.62
c 1 0.2
a 1 0.2
b
C3 Vertical Bars
2 0.4
b
Ties 2 0.52
c 2 0.46
a 4 0.28
C4 Vertical Bars
4 0.4
b
Ties 4 0.52
c 4 0.14
a
C5 Vertical Bars
1 0.4
b
Ties 1 1.12
c 1 1.12
a 1 0.56
C6 Vertical Bars
12 0.4
b
b
Ties 12 0.15
c 12 0.15
a
C7 Vertical Bars
17 0.4
b
Ties 17 0.15
c 17 0.15
a
C8 Vertical Bars
2 0.4
b
Ties 2 0.32
c 2 0.08
a
C9 Vertical Bars
18 0.4
b
a
a
Ties 18 0.15
c
a
Mat Foundation
Top bars x & y Direction
1 12
1 12
FTB-1
Gridline D
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.2
B c
c a
d Stirrups
e
f b
g
h
FTB-1
Gridline A
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.2
B c
c a
d Stirrups
e
f b
g
FTB-2
Gridline C
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.2
B c
c a
d Stirrups
e
f b
g
h
FTB-2
Gridline B
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.2
B c
c a
d Stirrups
e
f b
g
FTB-3
Gridline 4 &1
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.2
B c
c a
d Stirrups
e
f b
g
FTB-4
Gridline 2&3
Top bars 1 6
a
Web bars 1 6
6
bottom bars
a
A 0.3
B c
c a
d Stirrups
e
f b
g
GB-1
Ground level
Top bars 1 6
a
6
bottom bars
a
0.3
c
a
Stirrups
HOR 300
SHEAR WALL
VERT BARS
HOR
b 1.2
a
TRANSVERS TOP&BOT 1.1
a
1
a
STAIRS BAR
c 0.1
b
LANDING
3
a
STAIRS(UPPER GROUND LEVEL)(2UNITS)
BOT. a
1.2
b
a
TRANSVERS TOP&BOT 1.1
1.2
a
a
STAIRS BAR
0.1
b c
LANDING
3
Canopy a 6
SOG
Dimension
b(m) c(m) d(m) e(m) f(m) g(m) Area Length QTY
4.2 5.3 12
4.2 5.3 12
4.2 5.3 15
4.2 5.3 15
4.4 5.5 11
4.4 5.5 11
4.2 5.3 16
4.2 5.3 16
4.2 5.2 10
4.2 5.2 10
4.2 5.3 16
4.2 5.3 16
2 2.5 6
2 2.5 6
4.9 5.9 11
4.9 5.9 11
4.9 5.9 18
4.9 5.9 18
23.2 23.6 28
23.2 23.6 24
23.2 23.6 12
23.2 23.6 30
23.2 23.6 12
0.25 0.06 0.92 157.5
0.09 0.06 0.6 157.5
11.6 12 12
23.2 23.6 8
23.2 23.6 4
0.25 0.06 0.92 157.5
76
76
33 3
33 2
33 3
0.4 0.06 15
29
28
40
15
29
28
25
1.32 185
30 3
30 2
30 3
0.4 0.06 15
29
28
40
15
29
28
1.32 185
32 4
32 4
32 4
0.5 0.06 15
29
28
40
15
29
21
1.52 178
32 4
32 4
32 4
0.5 0.06 15
29
28
40
15
29
21
1.52 178
31 4
31 4
31 4
0.4 0.06 29
28
40
15
29
21
178
1.32 340
31 5
31 4
31 5
0.5 0.06 28
40
15
29
21
178
340
1.72 651
LINE 2
LINE 3
OTHERS
175 3
175 3
95 91
27.25 6 45 20
91 91
2.6 4 8
1 40
0.8 2 8
1 8
0.25 0.12 1 64
3 8
3.4 6 8
1 46
1.2 2 8
1 8
0.25 0.12 1 88
3 8
683
RSB
kg Total Length Commercial length dia.(mm)
124110
904 64 9 16
904 64 9 16
1753 80 9 20
1753 80 9 20
143 10 9 16
143 10 9 16
1870 85 9 20
1870 85 9 20
370 26 9 16
370 26 9 16
935 42 9 20
935 42 9 20
95 10 9 16
95 10 9 16
58 11 6 12
58 11 6 12
260 18 6 20
260 18 6 20 12776
1359 365 6 10
158 42
966 102
787 54
2169 76 7.5 25
1960 68 6 10
172 46
172 46
3977 138 7.5 25
586 158 6 10
807 151
1135 120
703 189 6 10
583 109
2712 94 7.5 25
352 95 6 10
373 70
242 65
1527 411 6 10
1029 277
597 50 7.5 16
273 74 6 10
180 48
6038.8992 912 12 12
6785.28 912 12 12
168 18 6 16
63 12 12
168 18 6 16
6 10
151.59 40.75
87 16 6 12
58 11
87 16 6 12
6 10
151.59 40.75
342 23 6 20
124 23 6 12
342 23 6 20
6 10
167.490181818182 45
342 23 6 20
124 23 6 12
342 23 6 20
6 10
167.490181818182 45.0242424242424
335 23 6 20
335
122 23 6 12
122
335 23 6 20
335
6 10
278.442 74.85
278.442
270 29 6 16
270
270
122 23 6 12
122
122
270 29 6 16
270
270
6 10
186.724242424242
694.614181818182
694.614181818182
694.614181818182 21922.77
510 95 6 12
510 95 6 12
514.447066666667 138.292222222222 6 10
1534
1326 200 12 12
632 95 12 12
1263 191 12 12
9621
89 3 9 12
142 7 6 12
342 16 6 12
171 8 6 12
779 36 6 12
513 24 6 12
496 5 9 12
491 8 6 12
1230 19 6 12
615 10 6 12
3214 50 6 12
1538 24 6 12
2540.76 683 6 10
3816.72 1026
Weight
6 7.5 9 10.5 12
10 0.62 3.72 4.65 5.58 6.51 7.44
12 0.89 5.34 6.675 8.01 5.7939 6.6216
16 1.58 9.48 11.85 14.22 16.59 18.96
20 2.45 14.7 18.375 22.05 25.725 29.4
25 3.83 22.98 28.725 34.47 40.215 45.96
74234
ITEM NO. DESCRIPTION QTY UNIT
I GENERAL REQUIREMENTS
II EARTHWORKS
Excavation 868.95 cu m
Hauling and Disposal 868.95 cu m
Gravel Bedding 0 cu m
Backfilling with Compaction 868.95 cu m
Embankment with Compaction cu m
RC COLUMN
Concrete 277.29875 cu m
Reinforcing Steel Bar 61410 kg
Formworks sq m
BEAMS
Concrete cu m
Reinforcing Steel Bar kg
Formworks sq m
SLAB ON GRADE
Concrete 160.6 cu m
Reinforcing Steel Bar 3816.72 kg
Formworks sq m
SUSPENDED SLAB
Concrete cu m
Reinforcing Steel Bar kg
Formworks sq m
SHEAR WALL
Concrete 155.61 cu m
Reinforcing Steel Bar 4579 kg
Formworks sq m
CANOPY
Concrete 30.73 cu m
Reinforcing Steel Bar 2540.76 kg
Formworks 307.3 sq m
Stairs
Concrete 13.122 cu m
Reinforcing Steel Bar 9621 kg
Formworks sq m
V MASONRY WORKS
CHB # 6 Laying 1015.8 sq m
Wall Plastering 2031.6 sq m
VI TILE WORKS
Flooring sq m
Wall sq m
IX STEEL WORKS
Steel Railings and Balusters
horizontal 28.123 3
Trusses Vert 11.93 8
10.237 8
9.374 8
6.25 8
4.688 8
3.126 8
1.584 8
Diagonal 14.2 6
Total
84.369
95.44
81.896
74.992
50
37.504
25.008
12.672
85.2
43.75
45.6
38.32
28.8 LC 200x50x10x2mm
21.6
14.4
8
1.6
96
84
75.2
62.4
50.4
37.6
25.2
12.48
56.25
54.6
1303.28
13095.37 2606.562
6.2
8.44
10.64
12.84
15.04
17.22
19.42
21.62
23.82
26
28.2
30.4
32.6
34.8
37
39.2
41.4
43.6
45.8
48
50.2
52.4
54.42
56.2
LC 100x50x10x1.2mm
1565.615 755.46
2.4
4.8
7
9.6
12
14.4
16.8
19.2
21.8
24
26.4
28.8
31.2
33.6
36
38.4
40.8
43.2
45.6
48
50.4
52.8
1258.361 607.2
15919
0.1
1.1
H/L 7.3
4.9 7.3
0 should be Zero
1.1
0.1
2F
Location Description Dimension
For Ties and Beams B H L QTY
0.3 0.6
spacing
Input Here: 0.05 0.1 0.2
Input:(span)(m) Input Here: 2 11 rest
3.7 0.1 1.1 1.3
4 22 7.5 34 # of ties
13 Desired length
50 kg
3F
Location Description Dimension
For Ties and Beams B H L QTY
0.3 0.6
spacing
Input Here: 0.05 0.1 0.2
Input:(span)(m) Input Here: 2 11 rest
3.7 0.1 1.1 1.3
4 22 7.5 34 # of ties
42 Desired length
0 kg
4F
Location Description Dimension
For Ties and Beams B H L QTY
0.3 0.6
spacing
Input Here: 0.05 0.1 0.2
Input:(span)(m) Input Here: 2 11 rest
4.8 0.1 1.1 2.4
4 22 13 39 # of ties
94 Desired length
0 kg
Diagram:
a b c d L
c 0.52 0.62 0.06 2.4
a
Desired length
Table
diam. Weight 6 7.5 9 10.5 12
10 0.62 3.72 4.65 5.58 6.51 7.44
12 0.89 5.34 6.675 8.01 5.7939 6.6216
16 1.58 9.48 11.85 14.22 16.59 18.96
20 2.45 14.7 18.375 22.05 25.725 29.4
25 3.83 22.98 28.725 34.47 40.215 45.96
Desired length
Desired length
summary 158
Desired length
Description Type
Shear wall