NEW KARIMGANJ FOB BRIDGE -70
PILE SIZE (18.000*.600) M
TOTAL LENGTH
ITEM DESCRIPTION CUTTING
SL NO BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH LAPLENGTH+CUTTI NO OF PIC1 PILE TOTAL PILE TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG)
WITH LAP LENGTH
200 N LENGTH
1 CONFINMENT BARS 135 20 1.120 18.220 19.32 9 72 12519.36 2.469 30910.300
18.000
100
2 MASTER RING 1500 16 128 2.563 2.691 12 72 2325.024 1.58 3673.538
408
3 HELICAL SPIRAL RIN 150 10.0 11.650 307.560 382.210 1 72 27519.12 0.617 16979.297
480
TOTAL WT (KG) 51563.135
TOTAL WT. (MT) 51.563
NEW KARIMGNJ FOB BRIDGE -70
PILE CAP SIZE (14.340*4.500*.9) M
TOTAL LENGTH
ITEM DESCRIPTION CUTTING NO OF PIC1
SL NO BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH LAPLENGTH+CUTTI TOTAL PILE CAP TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
WITH LAP LENGTH PILECAP
N LENGTH
BOTTOM LONG
1 150 20 1.120 15.220 16.340 30 2 980.4 2.469 2420.608
BARS
525
525
14.240
2 TOP LONG BARS 150 20 1.120 15.22 16.340 30 2 980.4 2.469 2420.608
525
14.240
4.400 525
3 TOP TRANS BARS 100 20 5.370 5.370 143 2 1535.82 2.469 3791.940
525
525
4 100 20 5.370 5.370 143 2 1535.82 2.469 3791.940
525
525
BOTTOM TRANS 4.400
BARS
900
800
5 150 10 3.320 3.320 870 2 5776.8 0.617 3564.286
800
900
70
6 LINK BARS 500 10 0.900 0.900 435 2 783 0.617 483.111
800
70
5 16472.493
TOTAL WT (MT0 16.472
NEW KARIMGANJ FOB BRIDGE-130
STAIR PORTION PILE CAP (4.500*2.700*.9) M
ITEM TOTAL LENGTH
NO OF PIC1 TOTAL PILE
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS LAP LENGTH CUTTING LENGTH LAPLENGTH+CUTTI TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
PILECAP CAP
WITH LAP N LENGTH
525
525
1 BOTTOM LONG 16 5.370 18 4 386.64 2.469 954.614
4.400
BARS
2 BOTTOM TRANS 525
125 16 3.570 44 4 628.32 2.469 1551.322
525
BARS 2.600
4.400
3 125 16 5.370 18 4 386.64 2.469 954.614
525
525
TOP LONG BARS
2.600
4 125 16 3.57 44 4 628.32 2.469 1551.322
525
525
TOP TRANS BARS
900
800
5 SIDE FACE BARS 250 12 3.320 170 4 2257.6 0.617 1392.939
800
900
70
6 LINK BARS 500 10 0.900 85 4 306 0.617 188.802
800
70
TOTAL WT (KG) 6593.613
TOTAL WT (MT) 6.594
NEWKARIMGANJ FOB BRIDGE -130
RCC CONCRETE M25
ITEM DESCRIPTION NO OF PILE
SL NO RCC CONCRETE PCC CONCRETE 1PILE AREA TOTAL M3 RCC
AREA
1 PILE 18.000*.6M M25 5.087 72 366.264
2 PILE CAP 14.240*4.4*.9 M25 56.7864 2 113.573
3 PILE CAP 4.4*2.6*.9 M25 10.296 4 41.184
6 PEDESTAL .840*.8*.8 M25 0.538 24 12.912
7 PEDESTAL .840*.7*.55 M25 0.323 8 2.584
8 DECK SLAB 28.615*12*.2 M25 68.676 1 68.676 PL NO 1/2
9 STAIR CON 3.2*.3*.15 M25 5.616 1 5.616 PL NO 1
10 STAIR CON 16.7*3.2*0.05 M25 2.672 1 2.672 PL NO 1
11 STAIR CON 2*3.2*.15 M25 0.96 2 1.92 PL NO 1
12 STAIR CON 3.2*.3*.15*39 M25 5.616 1 5.616 PL NO 2
13 STAIR CON 16.7*2.5*0.05 M25 2.0875 1 2.088 PL NO 2
13 TOTAL RCC M25 CONCRETE 623.104
HOJAI FOB BRIDGE -130
PCC CONCRETE M20
ITEM DESCRIPTION 1PILE CAP PCC NO OF PILE CAP PCC
SL NO RCC CONCRETE PCC CONCRETE TOTAL M3PCC
AREA
AREA
1 PILE CAP 14.340*4.7*0.1 M20 6.7398 2 13.48
2 PILE CAP 4.5*2.7*0.1 M20 1.215 4 4.86
TOTAL PCC M20 CONCRETE 18.34
366.264
113.573
41.184
12.912
2.584
536.517
18.34
NEW KARIMGANJ FOB BRIDGE - 130
PEDESTAL SIZE (800*800*1.740) & STAIR PORTION SIZE PEDESTAL (600*550*1.740)
ITEM
NO OFPIC1
SL NO DESCRIPTION BAR SHAPE C/C DISTANCE DIA OF BARS CUTTING LENGTH TOTAL PEDESTAL TOTAL LENGTH UNIT WT(KG/MTR UNIT WT(KG) REMARKS
PEDESTAL
WITH LAP
150
1 PEDESTAL BARS 194 20 2.110 12 16 405.12 2.469 1000.241
1740
300 PL NO 1
150
PEDESTAL BARS 1740 194 20 2.110 12 16 405.12 2.469 1000.241
2 300 PL NO 2
700 464.33
3.0
4 BINDERS 150 8 2.488 56 24 3343.872 0.395 1320.82944
600
397.66
5 BINDERS 150 8 2.154 28 8 482.496 0.395 190.58592
450
297.66
6 BINDERS 150 8 1.654 28 8 370.496 0.395 146.34592
TOTAL WT (KG) 3658.24328
TOTAL WT (MT) 3.658
