| 2 |
2025-06-26 08:58:09 |
2025-06-26 10:58:00
|
2025-06-26 10:03:24 |
1 hours 5 mins |
ARUN SINGH NEGI ,Junior Engineer Technical ,42270313M01535 |
0.10 |
0.20 |
Slip/ Landslide
|
|
पेड़ गिरने के कारण |
|
-
|
| 2 |
2025-06-29 05:26:27 |
2025-06-29 15:26:27
|
2025-06-29 11:25:38 |
5 hours 59 mins |
ARUN SINGH NEGI ,Junior Engineer Technical ,42270313M01535 |
0.10 |
0.20 |
Slip/ Landslide
|
|
|
|
-
|
| 2 |
2025-07-06 06:33:26 |
2025-07-06 13:33:00
|
2025-07-06 13:38:05 |
7 hours 4 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.05 |
0.10 |
Slip/ Landslide
|
|
|
|
-
|
| 2 |
2025-07-10 07:57:04 |
2025-07-10 13:57:00
|
2025-07-10 10:46:08 |
2 hours 49 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.06 |
8.00 |
Slip/ Landslide, Retaining Wall Damage
|
|
|
|
|
| 2 |
2025-07-21 08:21:11 |
2025-07-21 16:21:00
|
2025-07-21 11:58:04 |
3 hours 36 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.10 |
5.00 |
Slip/ Landslide, Retaining Wall Damage
|
|
|
|
|
| 2 |
2025-08-12 10:20:21 |
2025-08-12 13:20:00
|
2025-08-12 11:25:15 |
1 hours 4 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.05 |
0.10 |
Slip/ Landslide
|
|
|
|
|
| 2 |
2025-08-15 10:17:53 |
2025-08-15 12:17:00
|
2025-08-15 11:09:49 |
51 mins 56 secs |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.00 |
15.00 |
Retaining Wall Damage
|
|
Breast Wall is Damage at Chainage 1.200-1.225, 1.300-1.330 and 1.600-1.625. |
|
|
| 2 |
2025-08-19 11:41:15 |
2025-08-19 12:41:00
|
2025-08-19 11:49:42 |
8 mins 27 secs |
Mohammad Tasdeeq Uddin ,AE 2024 ,42270213M01501 |
0.00 |
4.00 |
Retaining Wall Damage
|
|
|
|
|
| 1 |
2025-08-14 06:57:46 |
2025-08-14 10:57:00
|
2025-08-14 08:18:40 |
1 hours 20 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.05 |
0.10 |
Slip/ Landslide
|
|
|
|
|
| 1 |
2025-08-15 10:06:46 |
2025-08-15 12:06:00
|
2025-08-15 11:04:30 |
57 mins 44 secs |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.00 |
8.00 |
Retaining Wall Damage
|
|
Breast Wall is Damage at Chainage 0.150-0.175 and 0.225-0.250. |
|
|
| 3 |
2025-08-15 10:26:17 |
2025-08-15 12:26:00
|
2025-08-15 11:27:56 |
1 hours 1 mins |
Mr Krishan Kumar ,Assistant Engineer Civil ,42270213M01374 |
0.00 |
6.00 |
Retaining Wall Damage
|
|
Breast wall is Damage at Chainage 2.100-2.150. |
|
|
