JAGI ROAD FOB BRIDGE-130
column foundation for c/c 3 Staircase (1500*1500*4100) pl
ITEM
NO OF PIC1 RAFT
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARSCUTTING LENGTH
SLAB
WITH LAP
BOTTOM
150
LONG 150
1 1400 100 12 1.602 56
BARS(Raft
slab)
BOTTOM
TRANS
150
2
BARS( Raft 150 100 12 1.602 56
1400
slab)
150
3 pedestal 84 20 4.336 24
3.966
300
350
4 strup 234 250 8 1.288 54
275
275
7 Main beam 3350
84 20 3.82 8
300
7 strup 250 200 8 1.228 17
TOTAL WT (KG)
TOTAL WT (MT)
OB BRIDGE-130
se (1500*1500*4100) pl numbar 2/1
TOTAL RAFT
TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
SLAB
2 179.424 0.888 159.329
2 89.712 0.888 79.664
2 208.128 2.469 513.868032 pl no 1/2
2 139.104 0.395 54.94608
2 61.12 2.469 150.90528
2 41.752 0.395 16.49204
975.204432
0.975
JAGI ROAD FOB BRIDGE-130
Combind Foundation for c/c 3.00 Staircase (6000*3000*4100) pl numbar 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
225
225
1 100 12 6.152 58 2 713.632 0.888 633.705
BARS(Raft slab) 5900
BOTTOM TRANS
2 100 12 3.252 118 2 767.472 0.888 681.515
BARS( Raft slab) 225
225
2900
TOP LONG 5900
3 100 12 6.152 58 2 713.632 0.888 633.705
BARS(Raft slab)
225
225
2900
TOP TRANS
4 100 12 3.252 118 2 767.472 0.888 681.515
225
225
BARS(Raft slab)
1000
5 Chair (Raft slab) 200
200 1000 16 1.672 24 2 80.256 1.58 126.804
475
475
6 Main beam 5900
112 16 6.786 16 2 217.152 1.58 343.1
750
Shear strup(mainn
7 200 10 2.26 120 2 542.4 0.617 334.661
300
column)
8 Tie beam 58 20 4.02 16 2 128.64 2.469 317.612
250
250
3600
300
9 strup(tie beam) 150 10 1.26 48 2 120.96 0.617 74.632
250
150
3.966
10 Pedestal 175 25 4.316 48 2 414.336 3.858 1598.508
300
600
300
11 Pedestalstrups 150 8 1.928 224 2 863.744 0.395 341.179
450
400
12 Pedestalstrups 150 8 1.828 112 2 409.472 0.395 161.741
TOTAL WT (KG) 5928.677
TOTAL WT (MT) 5.929
JAGIROADFOB BRIDGE-130
column foundation for c/c 3 Staircase (1500*1500*4100) p
ITEM
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS CUTTING LENGTH
WITH LAP
BOTTOM
150
LONG 150
1 1400 100 12 1.652
BARS(Raft
slab)
BOTTOM
TRANS
150
2
BARS( Raft 150 100 12 1.652
1400
slab)
150
3 pedestal 84 20 4.336
3.966
300
350
4 strup 234 250 8 1.296
275
275
7 Main beam 3350
84 20 3.82
350
7 strup 300 200 10 1.46
JAGIROADFOB BRIDGE-130
for c/c 3 Staircase (1500*1500*4100) pl numbar 2/1
NO OF PIC1 RAFT TOTAL RAFT
TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
SLAB SLAB
56 2 185.024 0.888 164.301
56 2 89.712 0.888 79.664
24 2 208.128 2.469 513.868032 pl no 1/2
34 2 88.128 0.395 34.81056
8 2 61.12 2.469 150.90528
17 2 49.64 0.617 30.62788
974.176752
JAGIROAD FOB BRIDGE -130
PILE SIZE (13.900*.600) M DRG NO -B/52/2024 (REV. 2)
ITEM DESCRIPTION TOTALCUTTING TOTALCUTTING
SL NO BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH NO OF PIC1 PILE TOTAL PILE TOTAL LENGTH UNIT WT(KG/MTR TOTAL WT(KG)
WITH LAP LENGTH +LAP LENGTH
200
12.650
1 CONFINMENT BARS 135 20 1.12 13.02 14.140 9 72 9162.72 2.469 22622.756
150
2 MASTER RING 1500 16 0.128 1.187298 1.315298 9 72 852.313104 1.58 1346.655
362
3 RIN 434 150 10 0.560 1.388322 1.948 85 72 11923.73064 0.617 7356.942
TOTAL WT (KG) 31326.353
TOTAL WT. (MT) 31.326
Prepare by - H+arekrishna khan
JAGI ROAD FOB BRIDGE -130
PILE CAP SIZE (14.340*4.500*.9) M DRG NO -B/52/2024 (REV. 2)
ITEM DESCRIPTION TOTALCUTTING TOTAL LENGTH NO OF PIC1
SL NO BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH TOTAL PILE CAP TOTAL LENGTH UNIT WT(KG/MTR TOTAL WT(KG)
LENGTH LAP+CUTTING PILECAP
1 BOTTOM LONG BARS 150 20 1.12 15.26 16.44 30 2 986.4 2.469 2435.422
550
550
14.240
2 TOP LONG BARS 150 20 1.12 15.26 16.44 30 2 986.4 2.469 2435.422
550
14.240
550
4.400
3 TOP TRANS BARS 150 20 5.42 96 2 1040.64 2.469 2569.340
550
550
4 150 20 5.42 96 2 1040.64 2.469 2569.340
550
550
BOTTOM TRANS 4.400
BARS 739.427
8 TOP TRANS BARS 900
125 16 3.836 122 1 467.992 1.58
800
5 SIDE FACE BARS 150 10 3.56 864 2 6151.68 0.617 3795.587
800
.35
900
TOTAL WT (KG) 13805.111
TOTAL WT. (MT) 13.805
202.038
11 SIDE FACE BARS 150 12 37.92 6 1 227.52 0.888
