Download - BBS Kishoreganj 57m
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Description Weight in Ton
Deck Slab #REF!
Girder and Cross Girder #REF!
Pier #REF!
Abutment #REF!
Total Reinforcement in Ton = #REF!
78,000.00
#REF!
Construction of RCC Girder Bridge on Maricha Bus-Stand to Barakhali GC to Shibrampur Hat
on Isamati River,
Upazila: Sirajdikhan, District: Munshiganj
Summary of Reinforcement
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a b c d e f
S1 R 16 250 5.400 - - - 5.400 76 x 3 1,231.20
S2 R 16 250 5.40 - - - 5.400 76 x 3 1,231.20
S3 R 16 250 1.80 0.13 1.67 - 5.390 76 x 3 1,228.92
S4 R 16 200 18.80 - - - 18.800 28 x 3 1,579.20
S5 R 16 200 18.80 - - 0.942 19.742 21 x 3 1,243.75
8-C1 R 10 18.50 - - - 18.500 13 x 3 721.50
C2 R 12 200 0.25 0.35 0.18 0.135 0.10 0.25 1.255 92 x 6 692.76
7-C3/m R 10 18.50 18.500 133 x 6 14,763.00
4-C4 R 10 18.50 18.500 4 x 6 444.00
7-C5 R 10 18.50 18.500 7 x 6 777.00
C6 R 12 200 0.20 0.25 0.11 0.14 0.14 0.350 1.185 92 x 6 654.12
P1 R 16 1.40 0.30 1.700 52 x 6 530.40
P2 R 6 100 0.15 0.15 0.300 156 x 6 280.80
R1 R 16 18.80 0.15 18.950 12 x 6 1,364.40
R2 R 6 100 0.10 0.10 0.200 163 x 6 195.60
FootPathandCu
rb
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
BAR-BENDING SCHEDULE FOR SLAB, RAILBAR
Slab
ITEM NO.BAR DIA
(mm)
BAR
MARK
RailPost
(Deck)
RailBar
(D
eck)
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
a
a
ab
c
a
a
a
a
cb
de
f
ab
ec f
d
a
a
a
a b
a b
ab
a b
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a b c d e f
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
BAR-BENDING SCHEDULE FOR SLAB, RAILBAR
ITEM NO.BAR DIA
(mm)
BAR
MARK
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
Un
(K
P1 R 16 1.40 0.30 1.700 92 x 6 938.40
P2 R 6 100 0.15 0.15 0.300 92 x 6 165.60
R1 R 16 5.63 0.15 5.775 92 x 6 3,187.80
R2 R 6 100 0.10 0.10 0.200 50 x 6 60.00
R
R
RailPost
(Wing
Wall)
RailBar
(Wing
Wall)
Weight
Weight in
a b
a b
ab
a b
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a b c d e f
A R 20 250 3.050 0.53 - - 4.100 33 x 2 270.60
B R 20 250 3.050 0.53 - - 4.100 33 x 2 270.60
C R 20 250 6.250 0.53 - - 7.300 16 x 2 233.60
D R 20 200 6.250 0.53 - - 7.300 16 x 2 233.60
E R 16 6.25 - - - 6.250 4 x 2 50.00
F R 25 3.05 - - - 3.050 4 x 2 24.40
22-G R 25 7.96 0.40 8.755 22 x 6 1,155.66
S1 R 12 75 2.51 2.510 106 x 6 1,596.36
8-R R 25 3.80 0.45 4.700 16 x 6 451.20
2*2-R16 R 16 3.80 - - - 3.800 4 x 6 91.20
12mm@
150mmR 12 150 0.40 0.50 1.800 15 x 6 162.00
J R 25 5.40 0.45 5.850 2 x 2 23.40
K R 25 5.40 0.45 5.850 2 x 2 23.40
L R 16 5.40 - 5.400 12 x 2 129.60
S3 R 12 150 0.70 0.35 5.950 37 x 2 440.30
PierCap
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
BAR-BENDING SCHEDULE FOR PILE CAP UNDER PIER
PileCapTop&Bo
ttom
ITEM NO.BAR DIA
(mm)
BAR
MARK
Skin
Pier
Bracing
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
U
(
a b
a b
a b
a b
a
a b
a b
ab
a
a
a b
a
a b
a
ab
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Page
a b c d e f
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
W
BAR-BENDING SCHEDULE FOR PILE CAP UNDER PIER
ITEM NO.BAR DIA
(mm)
BAR
MARK
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
Unit Wt.
(Kg/m)
R 12
R 10
Weight in Kg =
Weight in Ton =
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a b c d e
A1 R 20 250 5.600 0.40 - - 6.400 22 x 2 281.6
B1 R 20 250 5.350 0.40 - - 6.150 23 x 2 282.9
C1 R 20 250 5.350 0.40 - - 6.150 23 x 2 282.9
D1 R 20 200 5.600 0.40 - - 6.400 28 x 2 358.4
E1 R 12 200 0.150 0.35 1.85 0.30 0.15 2.800 28 x 2 156.8
G1 R 16 200 5.35 - - - 5.350 28 x 2 299.6
G2 R 16 200 5.350 5.350 28 x 2 299.6
H1 R 16 200 3.12 0.225 0.400 3.745 28 x 2 209.7
H2 R 16 200 3.12 0.225 0.400 3.745 28 x 2 209.7
J R 12 200 0.83 0.23 0.52 0.395 0.515 1.970 28 x 2 110.3
10-K1 R 16 5.35 5.350 10 x 2 107.0
M1 R 12 200 1.90 0.15 0.60 0.2 2.850 28 x 2 159.6
M2 R 12 200 1.94 0.20 2.140 28 x 2 119.8
N1 R 12 150 5.40 5.400 22 x 2 237.6
Q1 R 20 200 5.13 0.30 0.15 5.575 58 x 2 646.7
R1 R 20 150 5.65 5.650 60 x 2 678.0
BAR
LENGTH
(m)
BAR (nos.)
Total
Length
(m)
BAR-BENDING SCHEDULE FOR ABUTMENT COMPONENTS
ITEM NO.BAR
MARK
BAR DIA
(mm)
SPACING
(mm)SHAPE
DIMENSION
a
a
b
ab
ab
ab
b
a
a
b
a c
b
a c
a
ac d e
a b
cde
a
a bc
d
ab
a
a bc
a
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a b c d e
BAR
LENGTH
(m)
BAR (nos.)
Total
Length
(m)
BAR-BENDING SCHEDULE FOR ABUTMENT COMPONENTS
ITEM NO.BAR
MARK
BAR DIA
(mm)
SPACING
(mm)SHAPE
DIMENSION
S R 16 200 5.13 0.30 0.15 5.575 58 x 2 646.70
T1 R 16 200 5.65 5.650 46 x 2 519.80
E1 R 12 200 0.18 0.30 1.92 0.3 0.175 2.690 58 x 2 312.04
Weight
Weight
a b
c
a
ab
cd
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a b c d e f
12-P1 R 25 250 9.400 0.30 - - 9.700 12 x 24 2,793.60
S1 R 10 75 1.420 - - - 1.420 117 x 24 3,976.00
12-P2 R 25 250 8.700 0.53 - - 9.750 12 x 24 2,808.00
S1 R 10 100 1.420 0.53 - - 2.470 79 x 24 4,683.12
12-P3 R 20 7.75 - - - 7.750 12 x 24 2,232.00
S1 R 10 150 1.42 - - - 1.420 47 x 24 1,590.40
12-P1 R 25 250 9.500 0.30 - - 9.800 12 x 12 1,411.20
S1 R 10 75 1.420 - - - 1.420 117 x 12 1,988.00
P2 R 25 250 8.700 0.53 - - 9.750 12 x 12 1,404.00
S1 R 10 100 1.420 0.53 - - 2.470 79 x 12 2,341.56
P3 R 20 7.75 - - - 7.750 12 x 12 1,116.00
S1 R 10 150 1.42 - - - 1.420 47 x 12 795.20
22-G R 25 7.96 0.40 8.755 22 x 12 2,311.32
L R 16 5.40 - 5.400 12 x 2 129.60
S3 R 12 150 0.70 0.35 5.950 37 x 2 440.30
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
Un
(K
PileUnderAbutment
PileUnderPier
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
BAR-BENDING SCHEDULE FOR PILE CAP UNDER PIER
ITEM NO.BAR DIA
(mm)
BAR
MARK
ab
a
a
a
a
a
ab
a
a
a
a
a
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a b c d e f
SPACING
(mm)SHAPE
DIMENSION BAR
LENGTHBAR (nos.)
Total
Length
Unit Wt.
(Kg/m)
Construction of 57-m long RCC Girder Bridge on Bhatia Bazar to Bosher Bazar
via Tarail Upazilla Road over Noroshanda River
W
BAR-BENDING SCHEDULE FOR PILE CAP UNDER PIER
ITEM NO.BAR DIA
(mm)
BAR
MARK
R 12
R 10
4
4
Weight in Kg =Weight in Ton =
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1025 100520 520 5975 6025 900
300 1930 100850 350 400 1970
1660 3501535
6000 6000 1135 720 1135 300100
12000 1400 4535 300 7200 300
300 1800 610 1800 1150 3625
500 3350 2000 500 525 400 2370 400
500 6750 100 150 225 150 100 1600 5900
300 223510300 500 300
300 100400
8750 500 3400 1135 100 700 1070
1280600 750 300 300 325 80 200
100100 1965 100
300 1000 925 100 745 400
300 250 1080 430 100 100 745 400750
200 2370 200 100 2085 3365 300 100 100 745
JUST COPY AND PASTE THE SHAPES FROM CELLS - DO NOT TRY TO CHANGE THE
BAR SHAPEBAR SHAPE BAR SHAPE
BAR SHAPE BAR SHAPE BAR SHAPE
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FROM TO RCC steps
0+000 0+250 250 With Bank Protection
0+250 0+520 270 Over pile
0+520 2+300 1780 Over pile
2+300 2+400 100
2+400 2+900 500
250
0
2050
0
Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
Walkway in Meter
Site:
CHAINAGE
Remarks
Length
(m)
Over pile =
RCC steps =
With Bank Protection =
With Vertical Wall =
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements
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Construction of infrastructure Facilities on Evicted Foreshore Land under
Dhaka, Narayanganj and Tongi River Port Area
Measurements