1. Total No. Cut Length Total No. Cut Length
1 Base 20 94 8980 2082.16 0.00
2 Base 20 94 5795 1343.67 0.00
3 Base 20 94 6665 1545.39 0.00
4 Base 20 94 8065 1870.01 0.00
5 Base 16 16 12070 0.00
5A Base 16 15 8300 196.54 0.00
5B Base 16 15 3770 89.27 0.00
6 Base 16 14 15318 0.00
6A Base 16 8 7125 89.98 0.00
6B Base 16 8 5125 64.73 0.00
6C Base 16 8 2700 8 2700 34.10 34.10
6D Base 16 8 3200 8 3200 40.41 40.41
7 Base 16 5 4280 5 4280 33.78 33.78
8A Base 16 7 4020 44.42 0.00
8B Base 16 8 5470
9 Base 20 72 2645 469.75 0.00
9A Base 20 72 2355 72 2355 418.25 418.25
10 Base 20 72 5250 72 5250 932.40 932.40
11 Base 20 10 3635 89.66 0.00
11A Base 20 10 2300 10 2300 56.73 56.73
12 Base 20 5 5850 72.15 0.00
13 Base 16 20 10650 336.26 0.00
13A Base 16 14 1800 14 1800 39.78 39.78
13B Base 16 14 1800 14 1800 39.78 39.78
14 Base 16 20 4404 139.05 0.00
15A Base 16 7 7300 1 7300 80.67 11.52
15B Base 16 7 1800 7 1800 19.89 19.89
Weight as
per the
requst
RE BAR RECONCILIATION REPORT - DETAILS OF FABRICATED RE BAR - BBS vs SITE - MAHALLA GROUND RESERVOIR
Remarks
Bar
Mark
Description Dia. Shape
Weight as
per the Site
As per the Drawing Requst
240
8760
240 5625
6475
210
210 7850
280 8040
280 3510
350 6775
350 4775
280
1700
1500
800
1450
1450
320`
2345
1000
1580
2350 320
3335
1550
1000
2980
950 9700
320 4100
6350
800
300
300
320
1300
1000
1355
1000
800
2600
1750
320`
800
800
1100
800
1600
800
950
1000
800
800 1000
1000 800
2. Total No. Cut Length Total No. Cut Length
Weight as
per the
requst
RE BAR RECONCILIATION REPORT - DETAILS OF FABRICATED RE BAR - BBS vs SITE - MAHALLA GROUND RESERVOIR
Remarks
Bar
Mark
Description Dia. Shape
Weight as
per the Site
As per the Drawing Requst
16A Base 16 10 5615 88.64 0.00
16B Base 16 14 4920 14 4920 108.74 108.74
17A Base 16 10 7225 114.06 0.00
17B Base 16 10 1900 10 1900 29.99 29.99
18 Base 16 10 4555 71.91 0.00
19 Base 16 12 6739 127.66 0.00
20 Base 16 14 9055 200.13 0.00
21 Base 16 10 4430 10 4430 69.94 69.94
22 Base 16 17 4920 132.04 0.00
24 Base 20 10 5460 134.68 0.00
25 Base 20 10 3110 76.71 0.00
25A Base 20 10 2200 10 2200 54.27 54.27
26 Base 20 13 6320 13 6320 202.66 202.66
27 Base 16 90 10920 0.00
27A Base 16 45 6920 491.60 0.00
27B Base 16 45 4000 284.16 0.00
27C Base 16 45 3235 229.81 0.00
27D Base 16 45 7685 545.94 0.00
28 Base 16 90 5294 752.17 0.00
29 Base 16 72 12634 0.00
29A Base 16 36 7834 445.22 0.00
29B Base 16 36 4800 272.79 0.00
29C Base 16 36 4344 246.88 0.00
29D Base 16 36 8290 471.14 0.00
29E Base 16 72 1800 72 1800 204.60 204.60
30 Base 16 72 5400 613.79 0.00
Base-Stool 16 125 1500 296.00 0.00
Base 16 35 2600 143.66 0.00
240 5375
850 6375
280 4275
280 6475
280 8775
280
2350
800
800
1500 2300
1000
2500
1000
2760
350
2600
2400
240 6700
4000
240 3015
7685
210 5100
1150 6700
4800
1150 3210
8290
280 5120
1000
320
1000
1000
320
2600
1200
1000
1100
800
320 2300 1500
800
1000 800
1000
3. Total No. Cut Length Total No. Cut Length
Weight as
per the
requst
RE BAR RECONCILIATION REPORT - DETAILS OF FABRICATED RE BAR - BBS vs SITE - MAHALLA GROUND RESERVOIR
Remarks
Bar
Mark
Description Dia. Shape
Weight as
per the Site
As per the Drawing Requst
N1 Base 20 10 5300 10 5300 130.73 130.73
N2 Base 16 10 6750 10 6750 106.56 106.56
N3 Base 16 10 7400 10 7400 116.82 116.82
N4 Base 16 20 1600 20 1600 50.52 50.52
Wall 10 20 12000 20 12000 148.00 148.00
Wall 16 10 12000 10 12000 189.44 189.44
Wall 20 10 12000 10 12000 296.00 296.00
2.09
ENGINEERS REPRESENTATIVE
CONTRACTORS REPRESANTATIVE
PREPARED & CHECKED BY: APPROVED BY :
DATE
148 0 1095.88 2091.04
Total weight in kg
T20
T16
T12
T10
Total weight in tonnes 0.148 1.09588
2300
1000
1000
1000
2300
2650
800
2300
2300
2800
800
800
12000
12000
12000
