| S No. |
Work Name(Work Code) |
Work Status |
Agency Category |
Work Category |
Estimated Cost(in lakhs) |
Expenditure On: |
| Labour |
Material |
Contingency |
Total |
Labour |
Material |
Contingency |
Total |
| Unskilled |
Semi-Skilled |
Skilled |
Unskilled |
Semi-Skilled |
Skilled |
| 1 |
RESTORATION OF CAPACITY OF FATEHABAF BRANCH_CHAPLAMORI(2021-22)
(1218026064/IC/1000021265) |
On Going |
Irrigation Deptt. |
Micro Irrigation Works |
2.9 |
0 |
0 |
0.1 |
0 |
3 |
0.9072 |
0.0382 |
0 |
0 |
0 |
0.9454 |
| 2 |
Clearance of Panchyati Nahari Khals-Chapla Mori (21-22)
(1218026064/IC/1000020797) |
On Going |
Gram Panchayat |
Micro Irrigation Works |
6.7686476 |
0 |
0 |
0.205 |
0.15 |
7.12 |
4.2588 |
0.1651 |
0 |
0 |
0 |
4.4239 |
| 3 |
Maintenance of Miti Murram rasta from Village to Dhand Road - Chapla Mori (2021-22)
(1218026064/RC/1000040145) |
On Going |
Gram Panchayat |
Rural Connectivity |
6.9703805 |
0 |
0 |
0.805 |
0.15 |
7.93 |
3.2256 |
0 |
0 |
0.5 |
0 |
3.7256 |
| 4 |
Maintenance of Miti Murram rasta from Dhand Road to Dhani Pharsa Ram - Chapla Mori (2021-22)
(1218026064/RC/1000040143) |
On Going |
Gram Panchayat |
Rural Connectivity |
7.8763388 |
0 |
0 |
0.805 |
0.15 |
8.83 |
3.43665 |
0 |
0 |
0.494 |
0 |
3.93065 |
| 5 |
PAV OF RASTA DHAND ROAD TO SUBHASH S/O MANI RAM DHANI_CHAPLAMORI(2021-22)
(1218026064/RC/1000042009) |
On Going |
Gram Panchayat |
Rural Connectivity |
1.3482103 |
0.5000547 |
0 |
8.144417 |
0 |
9.99 |
0.6048 |
0 |
0 |
6.867 |
0 |
7.4718 |
| 6 |
Maintenance of Miti Murram rasta from Village to Salam khera - Chapla Mori (2021-22)
(1218026064/RC/1000040144) |
On Going |
Gram Panchayat |
Rural Connectivity |
7.51842 |
0 |
0 |
0.805 |
0.15 |
8.47 |
5.6385 |
0 |
0 |
0.494 |
0 |
6.1325 |
| 7 |
Restoration of Capacity of Water Course Channel-Chapla Mori(21-22)
(1218026064/IC/1000025223) |
On Going |
Gram Panchayat |
Micro Irrigation Works |
7.740632 |
0 |
0 |
1.305 |
0.225 |
9.27 |
6.36045 |
0.20387 |
0 |
0.03663 |
0 |
6.60095 |
|
Grand Total |
|
|
|
41.12 |
0.5 |
0 |
12.17 |
0.82 |
54.61 |
24.43 |
0.41 |
0 |
8.39 |
0 |
33.23 |