Pile BBS

BAR BENDING SCHEDULE FOR PILE NAME NAME OF OF WORK WORK

: Mora Moradab dabad ad - Bare Bareill illy y expr express essway way proje project, ct, Reach Reach - 2

LOCATION

: MIRGANJ LEVEL CROS CHAINAGE: 216+696

DRAWING REFEREN : BSE BSEC-ZL C-ZL-M -MBR BRP/ P/21 216. 6.69 695/ 5/S SUB/SD UB/SDE EPTH:

STRUCTURE TYPE: ROB

### mtr. tr.

DIA OF PIL PILE:

1.20 1.200 0 mtr mtr.

TEST Pile Bar Spacin hape of the Ba Dia M1 no. g

M1

1

20

M2 M2

15 no.s ### 0.450

Unit Bend Length g No. of  Total Weight correcti of bar Lengt Bars length

0.050

Weight

22.500

-

15

## #

2.47

832.275

0.000 483.457

-

1

## #

0.39

189.032

Remar ks

M2

2

8

M1

150

### 0.000

Total Weight: 1

### Kgs

20

20 2 0 No.s 3.060 0.100

0.000

3.160

-

20

63.198

2.47

155.846

20

1 No.s 1.520 0.000

0.000

1.520

-

15

22.800

2.47

56.225

8

41 No.s 0.608 0.000

0.000

0.608

-

41

24.928

0.39

9.747

Stiffner M1

2

Overlap M1

3

Overlap

Contractor

Total Weight:

0.222 Mt

Total Weight:

1.021 Mt

Concessionair

BAR BENDING SCHEDULE FOR PILE NAME OF WORK

: Moradabad - Bareilly expressway project, Reach - 2

LOCATION

: MIRGANJ LEVEL CROSSCHAINAGE: 216+696

DRAWING REFEREN : BSEC-ZL-MBRP/216.695/SUB/SDEPTH:

STRUCTURE TYPE: ROB

###mtr.

DIA OF PILE:

1.200 mtr.

Regular Pile - 4 & 6 Pile group Bar Spacin hape of the Ba Dia M1 no. g

M2

Unit Bend Length g No. of  Total Weight correcti of bar Lengt Bars length

Weight

Remar ks

0.250

M1

1

20

15 no.s ### 0.550

0.050

24.025

-

15

###

2.47

888.685

0.000 453.449

-

1

###

0.39

177.299

0.040

13.910

-

15

###

1.58

329.250

0.000

26.115

-

1

26.115

1.58

41.209

0.300

2

8

M1

150

### 0.000

M2

3

4

16

M1

16

M1

15 no.s ### 0.300

150

1.200 0.000

Total Weight: 1

### Kgs

16

20 No.s 2.871 0.100

0.000

2.971

-

20

59.428

1.58

93.777

20

2 No.s 1.520 0.000

0.000

1.520

-

30

45.600

2.47

112.450

8

38 No.s 0.608 0.000

0.000

0.608

-

38

23.104

0.39

9.034

16

1 No.s 1.216 0.000

0.000

1.216

-

15

18.240

1.58

28.783

16

3 No.s 1.216 0.000

0.000

1.216

-

3

3.648

1.58

5.757

Stiffner 2

3

4

5

M1

Overlap M1

Overlap M1

Overlap M1

Overlap

Total Weight:

0.250 Mt

Total Weight:

1.436 Mt

Contractor

Concessionair

BAR BENDING SCHEDULE FOR PILE NAME OF WORK

: Moradabad - Bareilly expressway project, Reach - 2

LOCATION

: MIRGANJ LEVEL CROSSCHAINAGE: 216+696

DRAWING REFEREN : BSEC-ZL-MBRP/216.695/SUB/SDEPTH:

STRUCTURE TYPE: ROB

### mtr.

DIA OF PILE:

1.200mtr.

Regular Pile - 8 Pile group Bar Spacin hape of the Ba Dia M1 no. g

M2

Unit Bend Length g No. of  Total Weight correcti of bar Lengt Bars length

Weight

Remar ks

0.250

M1

1

25

15 no.s

### 0.550

0.063

24.000

-

15

###

3.85 1387.440

8

150

### 0.000

0.000 453.449

-

1

###

0.39

177.299

25

15 no.s

### 0.300

0.063

13.888

-

15

###

3.85

802.838

16

150

1.200 0.000

0.000

26.115

-

1

26.115

1.58

41.209

0.300

2

M1

M2

3

4

M1

M1

Total Weight: 1

### Kgs

16

21 No.s 2.783 0.100

0.000

2.883

-

21

60.552

1.58

95.551

25

1 No.s 1.900 0.000

0.000

1.900

-

15

28.500

3.85

109.839

8

38 No.s 0.608 0.000

0.000

0.608

-

38

23.104

0.39

9.034

25

1 No.s 1.900 0.000

0.000

1.900

-

15

28.500

3.85

109.839

16

3 No.s 1.216 0.000

0.000

1.216

-

3

3.648

1.58

5.757

Stiffner 2

3

4

5

M1

Overlap M1

Overlap M1

Overlap M1

Overlap

Contractor

Total Weight:

0.330 Mt

Total Weight:

2.409 Mt

Concessionair