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Chaparmukhfob Bridge-130 Column Foundation For C/C 3 Staircase (1500 1500 4100) PF - 1

The document outlines the specifications and details for the construction of the Chaparmukh FOB Bridge-130, including various components such as column foundations, raft slabs, and tie beams. It provides measurements, bar shapes, cutting lengths, and total weights for each item involved in the construction process. The total weight of materials required for the project is approximately 33.218 MT.

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Anadi Jana
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7 views12 pages

Chaparmukhfob Bridge-130 Column Foundation For C/C 3 Staircase (1500 1500 4100) PF - 1

The document outlines the specifications and details for the construction of the Chaparmukh FOB Bridge-130, including various components such as column foundations, raft slabs, and tie beams. It provides measurements, bar shapes, cutting lengths, and total weights for each item involved in the construction process. The total weight of materials required for the project is approximately 33.218 MT.

Uploaded by

Anadi Jana
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
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CHAPARMUKHFOB BRIDGE-130

column foundation for c/c 3 Staircase (1500*1500*

ITEM
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS CUTTING LENGTH
WITH LAP

BOTTOM

165
LONG 165
1 1400 100 12 1.682
BARS(Raft
slab)

BOTTOM
TRANS
165
165

2 100 12 1.682
BARS( Raft 1400
slab)
150
4036

3 pedestal 20 4.406
300

350
4 pedestal strup 240 250 8 1.316
275
275

5 Tie beam 3350


20 3.82

250
Tiea beam 300
6 150 10 1.22
strup

TOTAL WT (KG)
TOTAL WT (MT)
HAPARMUKHFOB BRIDGE-130
n for c/c 3 Staircase (1500*1500*4100) PF -1

NO OF PIC1 RAFT TOTAL RAFT


TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
SLAB SLAB

30 1 50.46 0.888 44.81

30 1 89.712 0.888 79.66

12 2 105.744 2.469 261.08

34 2 89.488 0.395 35.35

8 1 30.56 2.469 75.45

23 1 28.06 0.617 17.31

(KG) 513.67
(MT) 0.514
CHAPAR MUKH FOB BRIDGE-130
MAIN FOUNDATION(14.100*6.000*0.950) M PF -01
ITEM
TOTALCUTTING NO OF PIC1 TOTAL RAFT
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH CUTTING LENGTH TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
+LAP LENGTH RAFT SLAB SLAB
WITH LAP

BOTTOM LONG

174
174
1 100 12 0.672 14.3 14.972 60 2 1796.64 0.888 1595.416
BARS(Raft slab) 14000

BOTTOM TRANS
2 100 16 6.232 6.252 141 2 1763.064 1.58 2785.641
BARS( Raft slab) 190

190
5900

TOP LONG 14000


3 100 12 0.672 14.3 14.972 60 2 1796.64 0.888 1595.416
BARS(Raft slab)
174
174

5900
TOP TRANS
4 100 16 6.232 6.252 141 2 1763.064 1.58 2785.641
190

190

BARS(Raft slab)

1000
5 Chair (Raft slab) 160
200 1000 16 1.656 68 2 225.216 1.58 355.841
610

610

6 Main beam 14000


25 1.4 15.12 16.52 32 2 1057.28 3.858 4078.99

850
Shear strup(mainn
7 200 10 2.68 288 2 1543.68 0.617 952.45
430

beam)
610

610

Crass Beam 5900


25 7.02 96 2 1347.84 3.858 5199.97

850
Shear strup(Crass
200 10 2.68 384 2 2058.24 0.617 1269.93408
430

beam)

Tie beam 20 1.12 14.52 15.64 16 2 500.48 2.469 1235.68512


300

300

14000

300
strup(tie beam) 200 10 1.22 142 2 346.48 0.617 213.778
250

8 Tie beam 20 6.42 48 2 616.32 2.469 1521.694


300

300

5900

300
9 strup(tie beam) 200 10 1.22 186 2 453.84 0.617 280.019
250

150
250
150
10 Pedestal 175 25 4.382 192 2 1682.688 3.858 6491.81

4032
300

150

700

700
11 Pedestalstrups 150 10 2.92 336 2 1962.24 0.617 1210.702

100 100
12 Additional Links 700 150 8 0.852 672 2 1145.088 0.395 452.31

700
363
13 Pedestalstrups 150 8 2.246 672 2 3018.624 0.395 1192.356

TOTAL WT (KG) 33217.65

TOTAL WT (MT) 33.218


chaparmukh FOB BRIDGE-130
Combind Foundation for c/c 3.00 Staircase (6000*3000*4100) pf no 1
ITEM
NO OF PIC1 TOTAL RAFT
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS CUTTING LENGTH TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
RAFT SLAB SLAB
WITH LAP

BOTTOM LONG

215
215
1 100 12 6.282 30 4 753.84 0.888 669.41
BARS(Raft slab) 5900

BOTTOM TRANS
2 100 12 3.252 60 4 780.48 0.888 693.066
BARS( Raft slab) 200

200
2900

TOP LONG 5900


3 100 12 6.282 30 4 753.84 0.888 669.41
BARS(Raft slab)

215
215

2900
TOP TRANS
4 100 12 3.252 60 4 780.48 0.888 693.066
200

200

BARS(Raft slab)

1000
5 Chair (Raft slab) 214
200 1000 16 1.732 18 4 124.704 1.58 197.032
495

495

6 Main beam 5900


16 6.826 8 4 218.432 1.58 345.123

Shear 750
7 strup(mainn 200 10 2.2 62 4 545.6 0.617 336.635
290

beam)

8 Tie beam 58 20 4.12 8 4 131.84 2.469 325.513


300

300

3600

300
9 strup(tie beam) 150 10 1.22 24 4 117.12 0.617 72.263
250

150
10 Pedestal 25 4.386 25 4 438.6 3.858 1692.119
4036

300

600
308

11 Pedestalstrups 150 8 2.152 56 4 482.048 0.395 190.409

450
217

12 Pedestalstrups 150 8 1.47 28 4 164.64 0.395 65.033

TOTAL WT (KG) 5949.079


TOTAL WT (MT) 5.949
CHAPAR MUKH FOB BRIDGE-130
MAIN FOUNDATION COLUMN TIE BEAM & PEDESTAL (1
ITEM
DIA OF LAP CUTTING
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE
BARS LENGTH LENGTH
WITH LAP
150
1 Pedestal 175 25 4.382

4032
300

3332
A 25 3.582
300
2332

25 2.582
B 300
150

25 1.4 1.8
3100

BB
150
2100

25 1.4 0.8
AA
700
700

2 Pedestalstrups 150 10 2.92

100 100
3 Additional Links 700 150 8 0.852

700
363

4 Pedestalstrups 150 8 2.246

5 Tie beam 20 1.12 13.32


300

300

12800

300
6 strup(tie beam) 200 10 1.22
250
300

300

7 Tie beam 3700 20 4.22


300

250
8 strup(tie beam) 200 10 1.22

TOTAL WT (KG)

TOTAL WT (MT)
PAR MUKH FOB BRIDGE-130
UMN TIE BEAM & PEDESTAL (14.100*6.000*0.950) M PF -01

TOTALCUTTING NO OF PIC1 TOTAL RAFT TOTAL UNIT


UNIT WT(KG) REMARKS
+LAP LENGTH RAFT SLAB SLAB LENGTH WT(KG/MTR

60 1 262.92 3.858 1014.35

72 257.904 3.858 994.99

3.858
60 154.92 597.68

3.2 3.858
60 192 740.74

2.2 3.858
72 158.4 611.11

336 1 981.12 0.617 605.351

672 1 572.544 0.395 226.155

672 1 1509.312 0.395 596.178

14.44 16 1 231.04 2.469 570.43776

142 1 173.24 0.617 106.889

48 1 202.56 2.469 500.121


117 1 142.74 0.617 88.071

KG) 6652.07
MT) 6.65

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