Muhammad Imran
$30/hr
Civil Engineering, Cost Estimator, Quantity Surveyor, AutoCAD Expert
- Reply rate:
- -
- Availability:
- Full-time (40 hrs/wk)
- Location:
- Mianwali, Punjab, Pakistan
- Experience:
- 23 years
The Queensway Retail Development
BAR BENDING SCHEDULE AND TAKE OFFS
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
e18 - 150mm Conc. sidewalk
light broom finish w/ WWM
150x150 18.7/18.7 Control
joint max. @ 2000 oc, saw cut
after 24 hrs (Detail-1/A101) =
1960 SQ M
B - F1 Floor Conc. slab
thickening at opening 50 TH,
25 MPa (N-CF) w/ Dowels
10M @ 300 oc (450+750 =
1200) Detail 15/S101 = 0.71
SQ M
01
10
300
8
1
8
1.200
-
-
-
-
-
1.200
0.000
1.200
9.60
0.785
7.54
B - F1 Floor Conc. slab
thickening at opening 100 TH,
25 MPa (N-CF) w/ Dowels
10M @ 300 oc (450+750 =
1200) Detail 5/S101 = 3.76 SQ
M
02
10
300
33
1
33
1.200
-
-
-
-
-
1.200
0.000
1.200
39.60
0.785
31.09
B - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 24.06 SQ
M
03-1
10
300
13
1
13
3.460
-
-
-
-
-
3.460
0.000
3.460
44.98
0.785
35.31
B - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 24.06 SQ
M
03-2
10
300
12
1
12
3.700
-
-
-
-
-
3.700
0.000
3.700
44.40
0.785
34.85
B - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 24.06 SQ
M
03-3
10
300
15
1
15
3.300
-
-
-
-
-
3.300
0.000
3.300
49.50
0.785
38.86
B - F1 Floor Conc. slab on
grade 180 TH sawcut, 25 MPa
(N-CF) w/ WWM
152x152xMW18.7xMW18.7 w/
50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour
barrier = 96.32 SQ M
Page 1 of 13
Bar Shape
Description / Member
B - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 24.06 SQ
M
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
03-4
10
300
11
1
11
4.300
-
-
-
-
-
4.300
0.000
4.300
47.30
0.785
37.13
B - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 15M @
300 oc E.W T&B Shorter
Detail:1/S101 = 10.15 SQ M
04-1
15
300
13
2
26
3.200
-
-
-
-
-
3.200
0.000
3.200
83.20
1.570
130.62
B - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 15M @
300 oc E.W T&B Longer
Detail:1/S101 = 10.15 SQ M
04-2
10
300
11
1
11
3.850
-
-
-
-
-
3.850
0.000
3.850
42.35
0.785
33.24
B - Depressed vault slab 300
TH 25 MPa (N-CF) w/
alaround Z-bar 10M @ 300 oc
450Hx300vx450H
Detail:1/S101 = 10.15 SQ M
04-3
10
300
48
1
48
1.200
-
-
-
-
-
1.200
0.000
1.200
57.60
0.785
45.22
B - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 2-10M
cont. Top Shorter Perimeter
Detail:1/S101 = 10.15 SQ M
04-4
10
-
2
2
4
2.850
-
-
-
-
-
2.850
0.000
2.850
11.40
0.785
8.95
B - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 2-10M
cont. Top Longer Perimeter
Detail:1/S101 = 10.15 SQ M
04-5
10
-
2
2
4
3.500
-
-
-
-
-
3.500
0.000
3.500
14.00
0.785
10.99
C - F1 Floor Conc. slab
thickening at opening 50 TH,
25 MPa (N-CF) w/ Dowels
10M @ 300 oc (450+750 =
1200) Detail 15/S101 = 0.98
SQ M
05
10
300
5
1
5
1.200
-
-
-
-
-
1.200
0.000
1.200
6.00
0.785
4.71
B - F1 Floor Conc. slab on
grade 100 TH sawcut, 25 MPa
(N-CF) w/ WWM
152x152xMW18.7xMW18.7 w/
50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour
barrier = 465.23 SQ M
Page 2 of 13
Bar Shape
Description / Member
C - F1 Floor Conc. slab
thickening at opening 100 TH,
25 MPa (N-CF) w/ Dowels
10M @ 300 oc (450+750 =
1200) Detail 5/S101 = 1.34 SQ
M
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
06
10
300
15
1
15
1.200
-
-
-
-
-
1.200
0.000
1.200
18.00
0.785
14.13
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-1
10
300
12
1
12
1.950
-
-
-
-
-
1.950
0.000
1.950
23.40
0.785
18.37
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-2
10
300
7
1
7
3.600
-
-
-
-
-
3.600
0.000
3.600
25.20
0.785
19.78
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-3
10
300
26
1
26
2.300
-
-
-
-
-
2.300
0.000
2.300
59.80
0.785
46.94
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-4
10
300
8
1
8
7.650
-
-
-
-
-
7.650
0.000
7.650
61.20
0.785
48.04
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-5
10
300
12
1
12
1.650
-
-
-
-
-
1.650
0.000
1.650
19.80
0.785
15.54
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-6
10
300
6
1
6
3.500
-
-
-
-
-
3.500
0.000
3.500
21.00
0.785
16.49
C - F1 Floor Conc. slab on
grade 180 TH sawcut, 25 MPa
(N-CF) w/ WWM
152x152xMW18.7xMW18.7 w/
50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour
barrier = 200.44 SQ M
Page 3 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-7
10
300
18
1
18
2.100
-
-
-
-
-
2.100
0.000
2.100
37.80
0.785
29.67
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-8
10
300
8
1
8
5.100
-
-
-
-
-
5.100
0.000
5.100
40.80
0.785
32.03
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-9
10
300
7
1
7
1.700
-
-
-
-
-
1.700
0.000
1.700
11.90
0.785
9.34
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-10
10
300
6
1
6
2.000
-
-
-
-
-
2.000
0.000
2.000
12.00
0.785
9.42
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Shorter w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-11
10
300
7
1
7
1.900
-
-
-
-
-
1.900
0.000
1.900
13.30
0.785
10.44
C - F1 Floor Conc. slab on
grade 150 TH sawcut, 25 MPa
(N-CF) w/ 10M @ 300 oc E.W
Longer w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil
poly vapour barrier = 42.29 SQ
M
07-12
10
300
7
1
7
2.000
-
-
-
-
-
2.000
0.000
2.000
14.00
0.785
10.99
08-1
15
300
12
2
24
3.700
-
-
-
-
-
3.700
0.000
3.700
88.80
1.570
139.42
C - F1 Floor Conc. slab on
grade 100 TH sawcut, 25 MPa
(N-CF) w/ WWM
152x152xMW18.7xMW18.7 w/
50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour
barrier = 441.65 SQ M
C - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 15M @
300 oc E.W T&B Shorter
Detail:1/S101 = 11.60 SQ M
Page 4 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - Depressed vault slab 300
TH 25 MPa (N-CF) w/ 15M @
300 oc E.W T&B Longer
Detail:1/S101 = 11.60 SQ M
08-2
10
300
12
1
12
3.750
-
-
-
-
-
3.750
0.000
3.750
45.00
0.785
35.33
C - Depressed vault slab 300
TH 25 MPa (N-CF) w/
alaround Z-bar 10M @ 300 oc
450Hx300Vx450H & 2-10M
cont. Top Perimeter
Detail:1/S101 = 11.60 SQ M
08-3
10
300
48
1
48
1.200
-
-
-
-
-
1.200
0.000
1.200
57.60
0.785
45.22
C - Depressed vault slab 300
TH 25 MPa (N-CF) w/ Shorter
2-10M cont. Top Perimeter
Detail:1/S101 = 11.60 SQ M
08-4
10
-
2
2
4
3.400
-
-
-
-
-
3.400
0.000
3.400
13.60
0.785
10.68
C - Depressed vault slab 300
TH 25 MPa (N-CF) Longer 210M cont. Top Perimeter
Detail:1/S101 = 11.60 SQ M
08-5
10
-
2
2
4
3.450
-
-
-
-
-
3.450
0.000
3.450
13.80
0.785
10.83
B - Pier P6 Conc.
483x483x1000 DP w/ 8-15M
vert. = 01 No.
09-1
15
-
8
1
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
B - Pier P6 Conc.
483x483x1000 DP w/ ties 10M
@ 250 oc double at top = 01
No.
09-2
10
250
6
1
6
1.900
-
-
-
-
-
1.900
0.000
1.900
11.40
0.785
8.95
B - Pier P5 Conc.
886x792x1000 DP w/ 13-15M
vert. = 01 No.
10-1
15
-
13
1
13
1.700
-
-
-
-
-
1.700
0.000
1.700
22.10
1.570
34.70
B - Pier P5 Conc.
886x792x1000 DP w/ ties 10M
@ 250 oc double at top = 01
No.
10-2
10
250
6
1
6
3.350
-
-
-
-
-
3.350
0.000
3.350
20.10
0.785
15.78
Page 5 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
B - Pier P4a Conc.
483x483x1000 DP w/ 4-15M
vert. = 02 No.
11-1
15
-
4
2
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
B - Pier P4a Conc.
483x483x1000 DP w/ ties 10M
@ 250 oc double at top = 02
No.
11-2
10
250
6
2
12
1.900
-
-
-
-
-
1.900
0.000
1.900
22.80
0.785
17.90
B - Pier P4 Conc.
483x483x1000 DP w/ 4-15M
vert. = 01 No.
12-1
15
-
4
1
4
1.700
-
-
-
-
-
1.700
0.000
1.700
6.80
1.570
10.68
B - Pier P4 Conc.
483x483x1000 DP w/ ties 10M
@ 250 oc double at top = 01
No.
12-2
10
250
6
2
12
1.900
-
-
-
-
-
1.900
0.000
1.900
22.80
0.785
17.90
B - Pier P3 Conc.
483x600x1000 DP w/ 8-15M
vert.= 06 Nos.
13-1
15
-
8
6
48
1.700
-
-
-
-
-
1.700
0.000
1.700
81.60
1.570
128.11
B - Pier P3 Conc.
483x600x1000 DP w/ ties 10M
@ 250 oc double at top = 06
Nos.
13-2
10
250
6
6
36
2.150
-
-
-
-
-
2.150
0.000
2.150
77.40
0.785
60.76
B - Pier P2a Conc.
483x600x1000 DP (- chamfer
233x233) w/ 4-15M vert. = 02
Nos.
14-1
15
-
4
2
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
B - Pier P2a Conc.
483x600x1000 DP (- chamfer
233x233) w/ ties 10M @ 250
oc double at top = 02 Nos.
14-2
10
250
6
2
12
2.150
-
-
-
-
-
2.150
0.000
2.150
25.80
0.785
20.25
Page 6 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
B - Pier P2 Conc.
483x600x1000 DP w/ 4-15M
vert. = 10 Nos.
15-1
15
-
4
10
40
1.700
-
-
-
-
-
1.700
0.000
1.700
68.00
1.570
106.76
B - Pier P2 Conc.
483x600x1000 DP w/ ties 10M
@ 250 oc double at top = 10
Nos.
15-2
10
250
6
10
60
2.150
-
-
-
-
-
2.150
0.000
2.150
129.00
0.785
101.27
B - Pier P1 Conc.
500x500x800 DP w/ 4-15M
vert. = 01 Nos.
16-1
15
-
4
1
4
1.500
-
-
-
-
-
1.500
0.000
1.500
6.00
1.570
9.42
B - Pier P1 Conc.
500x500x800 DP w/ ties 10M
@ 250 oc double at top = 01
Nos.
16-2
10
250
5
1
5
2.000
-
-
-
-
-
2.000
0.000
2.000
10.00
0.785
7.85
B - Pier P1 Conc.
500x500x1000 DP w/ 4-15M
vert. = 03 Nos.
17-1
15
-
4
3
12
1.700
-
-
-
-
-
1.700
0.000
1.700
20.40
1.570
32.03
B - Pier P1 Conc.
500x500x1000 DP w/ ties 10M
@ 250 oc double at top = 03
Nos.
17-2
10
250
6
3
18
2.000
-
-
-
-
-
2.000
0.000
2.000
36.00
0.785
28.26
B - F4 Conc. pad footing
1800x1800x400 DP w/ 7-15M
EW, T&B = 01 No.
18
15
-
28
1
28
2.100
-
-
-
-
-
2.100
0.000
2.100
58.80
1.570
92.32
B - F3 Conc. pad footing
1500x1500x350 DP w/ 6-15M
EW, T&B = 07 No.
19
15
-
24
7
168
1.750
-
-
-
-
-
1.750
0.000
1.750
294.00
1.570
461.58
Page 7 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
B - F2 Conc. pad footing
1200x1200x300 DP w/ 4-15M
EW, Bot. = 10 Nos.
20
15
-
8
10
80
1.400
-
-
-
-
-
1.400
0.000
1.400
112.00
1.570
175.84
B - F1 Conc. pad footing
900x900x300 DP w/ 3-15M
EW, Bot. = 09 Nos.
21
15
-
6
9
54
1.100
-
-
-
-
-
1.100
0.000
1.100
59.40
1.570
93.26
B - SF1 Strip conc. footing 70,
460, 600 WDs x 200 DP w/ 215M cont. bars = 89.51 M
22
15
-
2
1
2
98.000
-
-
-
-
-
98.000
0.000
98.000
196.00
1.570
307.72
B - FW2 Found. wall 325 Th x
1300 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top =
30.61 M
23-1
15
-
3
1
3
32.150
-
-
-
-
-
32.150
0.000
32.150
96.45
1.570
151.43
B - FW2 Found. wall 325 Th x
1300 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 30.61 M
23-2
15
-
28
2
56
0.600
-
-
-
-
-
0.600
0.000
0.600
33.60
1.570
52.75
B - FW2 Found. wall 325 Th x
1050 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top = 6.24
M
24-1
15
-
3
1
3
6.500
-
-
-
-
-
6.500
0.000
6.500
19.50
1.570
30.62
B - FW2 Found. wall 325 Th x
1050 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 6.24 M
24-2
15
-
6
2
12
0.600
-
-
-
-
-
0.600
0.000
0.600
7.20
1.570
11.30
B - FW1 Found. wall 300 TH X
1400 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top = 6.92
M
25-1
15
-
3
1
3
7.250
-
-
-
-
-
7.250
0.000
7.250
21.75
1.570
34.15
Page 8 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
B - FW1 Found. wall 300 TH X
1400 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 6.92 M
25-2
15
-
7
2
14
0.600
-
-
-
-
-
0.600
0.000
0.600
8.40
1.570
13.19
B - FW1 Found. wall 300 TH X
1300 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top =
53.17 M
26-1
15
-
3
1
3
58.000
-
-
-
-
-
58.000
0.000
58.000
174.00
1.570
273.18
B - FW1 Found. wall 300 TH X
1300 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 53.17 M
26-2
15
-
48
2
96
0.600
-
-
-
-
-
0.600
0.000
0.600
57.60
1.570
90.43
B - FW1 Found. wall 300 TH X
1050 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top = 5.07
M
27-1
15
-
3
1
3
5.500
-
-
-
-
-
5.500
0.000
5.500
16.50
1.570
25.91
B - FW1 Found. wall 300 TH X
1050 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 5.07 M
27-2
15
-
5
2
10
0.600
-
-
-
-
-
0.600
0.000
0.600
6.00
1.570
9.42
C - Pier P6 Conc.
383x600x1000 DP w/ 4-15M
vert. = 02 Nos.
28-1
15
-
4
2
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
C - Pier P6 Conc.
383x600x1000 DP w/ ties 10M
@ 250 oc double at top = 02
Nos.
28-2
10
250
6
2
12
1.950
-
-
-
-
-
1.950
0.000
1.950
23.40
0.785
18.37
C - Pier P5 Conc.
383x600x1000 DP w/ 8-15M
vert. = 02 Nos.
29-1
15
-
8
2
16
1.700
-
-
-
-
-
1.700
0.000
1.700
27.20
1.570
42.70
Page 9 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - Pier P5 Conc.
383x600x1000 DP w/ ties 10M
@ 250 oc double at top = 02
Nos.
29-2
10
250
6
2
12
1.950
-
-
-
-
-
1.950
0.000
1.950
23.40
0.785
18.37
C - Pier P4 Conc.
483x483x1000 DP w/ 4-15M
vert. = 03 Nos.
30-1
15
-
4
3
12
1.700
-
-
-
-
-
1.700
0.000
1.700
20.40
1.570
32.03
C - Pier P4 Conc.
483x483x1000 DP w/ ties 10M
@ 250 oc double at top = 03
Nos.
30-2
10
250
6
3
18
1.900
-
-
-
-
-
1.900
0.000
1.900
34.20
0.785
26.85
C - Pier P3 Conc.
483x600x1000 DP w/ 8-15M
vert. = 06 Nos.
31-1
15
-
8
6
48
1.700
-
-
-
-
-
1.700
0.000
1.700
81.60
1.570
128.11
C - Pier P3 Conc.
483x600x1000 DP w/ ties 10M
@ 250 oc double at top = 06
Nos.
31-2
10
250
6
6
36
2.150
-
-
-
-
-
2.150
0.000
2.150
77.40
0.785
60.76
C - Pier P2a Conc.
483x600x1000 DP (- chamfer
233x233) w/ 4-15M vert. = 02
Nos.
32-1
15
-
4
2
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
C - Pier P2a Conc.
483x600x1000 DP (- chamfer
233x233) w/ ties 10M @ 250
oc double at top = 02 Nos.
32-2
10
250
6
2
12
2.150
-
-
-
-
-
2.150
0.000
2.150
25.80
0.785
20.25
C - Pier P2 Conc.
483x600x1000 DP w/ 4-15M
vert. = 10 Nos.
33-1
15
-
4
10
40
1.700
-
-
-
-
-
1.700
0.000
1.700
68.00
1.570
106.76
Page 10 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - Pier P2 Conc.
483x600x1000 DP w/ ties 10M
@ 250 oc double at top = 10
Nos.
33-2
10
250
6
10
60
2.150
-
-
-
-
-
2.150
0.000
2.150
129.00
0.785
101.27
C - Pier P1 Conc.
500x500x1000 DP w/ 4-15M
vert. = 02 Nos.
34-1
15
-
4
2
8
1.500
-
-
-
-
-
1.500
0.000
1.500
12.00
1.570
18.84
C - Pier P1 Conc.
500x500x800 DP w/ ties 10M
@ 250 oc double at top = 02
Nos.
34-2
10
250
5
2
10
2.000
-
-
-
-
-
2.000
0.000
2.000
20.00
0.785
15.70
C - Pier P1 Conc.
500x500x1000 DP w/ 4-15M
vert. & ties 10M @ 250 oc
double at top = 02 Nos.
35-1
15
-
4
2
8
1.700
-
-
-
-
-
1.700
0.000
1.700
13.60
1.570
21.35
C - Pier P1 Conc.
500x500x1000 DP w/ 4-15M
vert. & ties 10M @ 250 oc
double at top = 02 Nos.
35-2
10
250
6
2
12
2.000
-
-
-
-
-
2.000
0.000
2.000
24.00
0.785
18.84
C - F5 Conc. pad footing
4200x2200x350 DP w/ 15M @
350 OC EW, T&B = 01 No.
36
15
350
52
1
52
4.450
-
-
-
-
-
4.450
0.000
4.450
231.40
1.570
363.30
C - F4 Conc. pad footing
1200x1200x300 DP w/ 4-15M
EW, T&B = 06 Nos.
37
15
-
16
6
96
1.400
-
-
-
-
-
1.400
0.000
1.400
134.40
1.570
211.01
C - F3 Conc. pad footing
1500x1500x350 DP w/ 5-15M
EW Bot. = 05 Nos.
38
15
-
10
5
50
1.750
-
-
-
-
-
1.750
0.000
1.750
87.50
1.570
137.38
Page 11 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - F2 Conc. pad footing
1200x1200x300 DP w/ 4-15M
EW, Bot. = 06 Nos.
39
15
-
8
6
48
1.400
-
-
-
-
-
1.400
0.000
1.400
67.20
1.570
105.50
C - F1 Conc. pad footing
900x900x300 DP w/ 3-15M
EW, Bot. = 08 Nos.
40
15
-
6
8
48
1.100
-
-
-
-
-
1.100
0.000
1.100
52.80
1.570
82.90
C - SF1 Strip conc. footing 70,
180, 460, 600 WDs x 200 DP
w/ 2-15M cont. bars = 106.05
M
41
15
-
2
1
2
-
-
-
-
-
120.000
0.000
120.000
240.00
1.570
376.80
C - FW2 Found. wall 325 Th x
850 HT Conc. (125 Conc. + 50
Insul. + 150 Conc.) w/ 1-15M +
2-15M Cont. top = 2.12 M
42-1
15
-
3
1
3
2.250
-
-
-
-
-
2.250
0.000
2.250
6.75
1.570
10.60
C - FW2 Found. wall 325 Th x
850 HT Conc. (125 Conc. + 50
Insul. + 150 Conc.) w/ Dowels
2-15M x 600 @ 1200 oc = 2.12
M
42-2
15
-
3
2
6
0.600
-
-
-
-
-
0.600
0.000
0.600
3.60
1.570
5.65
C - FW2 Found. wall 325 Th x
1300 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top =
33.52 M
43-1
15
-
3
1
3
36.000
-
-
-
-
-
36.000
0.000
36.000
108.00
1.570
169.56
C - FW2 Found. wall 325 Th x
1300 HT Conc. (125 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 33.52 M
43-2
15
-
30
2
60
0.600
-
-
-
-
-
0.600
0.000
0.600
36.00
1.570
56.52
C - FW1 Found. wall 300 TH X
- 850 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top = 3.87
M
44-1
15
-
3
1
3
4.250
-
-
-
-
-
4.250
0.000
4.250
12.75
1.570
20.02
Page 12 of 13
Bar Shape
Description / Member
Bar
Mark
Bar Dia
(M)
Spacing
of Bars
c/c
(mm)
Nos. of
Bars in
Each
Member
No of
Similar
Member
Total no
of Bars
Parts of Bars (Meter)
A
B
C
D
E
F
Total
Length
(Meter)
Bend
D/D
(Meter)
Cut / Pay
Length
(Meter)
Total Cut /
Pay
Length
(Meter)
Unit
Weight
(KGs/Met
er)
Total
Weight
(KGs)
C - FW1 Found. wall 300 TH X
- 850 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 3.87 M
44-2
15
-
4
2
8
0.600
-
-
-
-
-
0.600
0.000
0.600
4.80
1.570
7.54
C - FW1 Found. wall 300 TH X
- 1300 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/ 115M + 2-15M Cont. top =
73.85 M
45-1
15
-
3
1
3
80.000
-
-
-
-
-
80.000
0.000
80.000
240.00
1.570
376.80
C - FW1 Found. wall 300 TH X
- 1300 HT Conc. (100 Conc. +
50 Insul. + 150 Conc.) w/
Dowels 2-15M x 600 @ 1200
oc = 73.85 M
45-2
15
-
68
2
136
0.600
-
-
-
-
-
0.600
0.000
0.600
81.60
1.570
128.11
Total Weight (A)
DIA WISE WEIGHT
SUMMARY
15M
20
25
30
35
45
10
TOTAL
4,923 (KGs)
0 (KGs)
0 (KGs)
0 (KGs)
0 (KGs)
0 (KGs)
1,230 (KGs)
6,153 (KGs)
CONTRACTOR:
REVIEW BY:
6153.48
CONSULTANT:
APPROVED BY:
REVIEW BY:
Page 13 of 13
Bar Shape
