0% found this document useful (0 votes)
157 views9 pages

Project Name Engineer Ref Dwg. No. Approver: ABC Building XX-XX-XX Project Manager

The document is a bar bending schedule that provides details of rebar requirements for a construction project. It includes information such as bar shape, dimensions, diameter, spacing, cutting lengths, and calculated weights. The schedule lists rebar specifications for different areas of the structure and calculates the total rebar length, weight, and number of bars required. It also includes a table analyzing bar cutting waste.

Uploaded by

Fritz Natividad
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
0% found this document useful (0 votes)
157 views9 pages

Project Name Engineer Ref Dwg. No. Approver: ABC Building XX-XX-XX Project Manager

The document is a bar bending schedule that provides details of rebar requirements for a construction project. It includes information such as bar shape, dimensions, diameter, spacing, cutting lengths, and calculated weights. The schedule lists rebar specifications for different areas of the structure and calculates the total rebar length, weight, and number of bars required. It also includes a table analyzing bar cutting waste.

Uploaded by

Fritz Natividad
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 9

Bar Bending Schedul

Project Name ABC building Engineer CivilDigital


Ref Dwg. No. XX-XX-XX Approver Project Manager

Bar no. Bar Shape a (m) b (m) c (m) Dia (mm) Spacing
(mm)
b a
1 0.200 4.380 0.000 20 150

2 0.000 4.380 0.000 10 150

3 0.140 0.000 0.285 8 180

Total Length (m)


Unit weight in kg/m
b
Weight in kg's
Total reinfocement Weight in kg's

c
a
Bar Bending Schedule Template from CivilDigital
Bar Bending Schedule
CivilDigital Revision A Doc.No: XXXX
Project Manager Status Tender Date: 16-Sep-16
Length of Bar (m)
Cutting no's
Length (m) 8 10 12 16 20 25 28 32

4.70 2
9.4

4.38 2
8.8

1.04 24

25.0
ngth (m) 25.0 8.8 0 0 9.4 0 0 0
ght in kg/m 0.395 0.617 0.888 1.578 2.466 3.853 4.834 6.313
n kg's 9.88 5.43 0.00 0.00 23.18 0.00 0.00 0.00
nfocement Weight in kg's 38.5
Bar Bending Schedule
Bar Location Bar Shape a (m) b (m) c (m) d (m) Dia (mm) Cutting Length (m) No. of Bars Total Weight

a
b

0.3 0.2 0.6 0.2 10 mm 3.6m 20

a
0.25 12 mm .47m 20

a
4 10mm 4m 4
Stairs
a
3.48m 10mm 3.48m 14

a
3.8 10 3.8 2

a 3.7 10mm 3.7 2

a
3.6 10mm 3.6 2

a
3.5 10mm 3.5 2

a
3.4 10mm 3.4 2

b 1.2 1.5 10mm 5.7 3

b 1.35 1.65 10mm 6.3 1

b 0.85 1.15 10mm 4.3 1

b
0.1 1.65 0.15 10mm 2 12

Plant Box

a
0.25 12 mm .47m 17

a
0.2 10 0.4 22

1.4 1.7 10 6.5 1


b

a
1 1.3 10 4.9 1
b
Bar Cut Bar Length No. of bars produced Actual Number produced
3.6 7.5 2.08333333333333 2
0.47 6 12.7659574468085 12
4 6 1.5 1
3.48 7.5 2.1551724137931 2
3.8 6 1.57894736842105 1
3.7 7.5 2.02702702702703 2
3.6 7.5 2.08333333333333 2
3.5 7.5 2.14285714285714 2
3.4 7.5 2.20588235294118 2
5.7 6 1.05263157894737 1
6.3 7.5 1.19047619047619 1
4.3 6 1.3953488372093 1
2 6 3 3
0.47 6 12.7659574468085 12
0.4 6 15 15
6.5 7.5 1.15384615384615 1
4.9 6 1.22448979591837 1

Note
Total Look at the number of waste per bar it doesn’t indicate th
7.5m - 10mm 23
6m -10mm 17
7.5mm -12mm 0
6m- 12mm 4
No. of cut bars Number of bars needed Actual Waste per bar
20 10 10 0.3
20 2 1.66666666666667 0.359999999999999
4 4 4 2
14 7 7 0.54
2 2 2 2.2
2 1 1 0.1
2 1 1 0.3
2 1 1 0.5
2 1 1 0.7
3 3 3 0.3
1 1 1 1.2
1 1 1 1.7
12 4 4 0
17 2 1.41666666666667 0.359999999999999
22 2 1.46666666666667 0
1 1 1 1
1 1 1 1.1
44

er of waste per bar it doesn’t indicate the total waste due to the number of cuts needed
No of waste Total waste Percent wasted Price/Unit Diameter Total
10 3 4.00% 195 10 1950
2 2.6 21.67% 190 12 380
4 8 33.33% 136 10 544
7 3.78 7.20% 195 10 1365
2 4.4 36.67% 136 10 272
1 0.1 1.33% 195 10 195
1 0.3 4.00% 195 10 195
1 0.5 6.67% 195 10 195
1 0.7 9.33% 195 10 195
3 0.9 5.00% 136 10 408
1 1.2 16.00% 195 10 195
1 1.7 28.33% 136 10 136
4 0 0.00% 136 10 544
2 4.01 33.42% 190 12 380
2 3.2 26.67% 136 10 272
1 1 13.33% 195 10 195
1 1.1 18.33% 136 10 136
44 7557

5576
1710
7286
Computations
3.6 3.6 0.47 4 3.48 3.7 3.6 3.5
0.47 none none none none none none none
4 none none none none none none none
3.48 none 2 none none none none none
3.7 none 0.54 none none none none none
3.6 none none none none none none none
3.5 none none none none none none none
3.4 none 0.5 none none none none none
5.7 none 0.7 none none none none none
6.3 none none none none none none none
4.3 none 1.2 none none none none none
2 none 1.7 none none none none none
0.47 none none none none none none none
0.4 none none none none none none none
6.5 none none none none none none none
4.9 none 1 none none none none none

Needed numberNeeded nuNeeded nuNeeded nuNeeded nuNeeded nu


20 20 4 14 2 2 2
3.4 5.7 6.3 4.3 2 0.47 0.47 0.4 6.5 4.9
none none none none none none none none none none
none none none none none none none none none none
none none none none none 2 2 2 none none
none none none none none 0.54 0.54 0.54 none none
none none none none none none none none none none
none none none none none none none none none none
none none none none none 0.5 0.5 0.5 none none
none none none none none 0.7 0.7 0.7 none none
none none none none none none none none none none
none none none none none 1.2 1.2 1.2 none none
none none none none none 1.7 1.7 1.7 none none
none none none none none none none none none none
none none none none none none none none none none
none none none none none none none none none none
none none none none none 1 1 1 none none

Needed nuNeeded nuNeeded nuNeeded nuNeeded nuNeeded nuNeeded nuNeeded nuNeeded nuNeeded number
2 2 3 1 1 12 17 22 1 1
Needed number

You might also like