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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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Page 1

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