| 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 |
CC nali convergence - veer ke ghar se indrakumar ke ghar ki or 23-24
(1733002085/RS/22012034699322) |
On Going |
GP-RD Deptt |
Rural Sanitation |
0.16 |
0 |
0 |
0 |
0 |
0.16 |
0.0504 |
0 |
0 |
0 |
0 |
0.0504 |
| 2 |
Boundary wall Convergence - PS School Kulua 23-24
(1733002085/AV/22012034643683) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
0.23 |
0 |
0 |
0 |
0 |
0.23 |
0.22335 |
0 |
0 |
0 |
0 |
0.22335 |
| 3 |
Pewar Block Convergence - PS School Kulua 23-24
(1733002085/AV/22012034643685) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
0.23 |
0 |
0 |
0 |
0 |
0.23 |
0.07095 |
0 |
0 |
0 |
0 |
0.07095 |
| 4 |
CC Nali Convergence - Indrakumar ke ghar se Rajaram ks ghar ki or 23-24
(1733002085/RS/22012035125091) |
On Going |
GP-RD Deptt |
Rural Sanitation |
0.47 |
0 |
0 |
0 |
0 |
0.47 |
0.0042 |
0 |
0 |
0 |
0 |
0.0042 |
| 5 |
Amrit Vatica - Jamuniya 23-24
(1733002085/DP/22012034586512) |
On Going |
GP-RD Deptt |
Drought Proofing |
0.2792466 |
0 |
0 |
0.2792274 |
0 |
0.56 |
0.2037 |
0 |
0 |
0 |
0 |
0.2037 |
| 6 |
Play Ground - Khasra No 3 Shradhha Dham Ke Peeche 23-24
(1733002085/AV/22012034652822) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
2.6686245 |
0.0323266 |
0.0165808 |
1.7547365 |
0 |
4.47 |
0 |
0 |
0 |
0 |
0 |
0 |
| 7 |
contrutench khas.2 kulhua 2023-24
(1733002085/WC/22012035088737) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
5.9904537 |
0 |
0 |
0.9856289 |
0 |
6.98 |
3.14781 |
0 |
0 |
0 |
0 |
3.14781 |
| 8 |
Cantoor Trench-2 Khasra No.3 Jamuniya 22-23
(1733002085/WC/22012035041421) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
6.4014696 |
0 |
0 |
1.1439172 |
0 |
7.55 |
6.4001 |
0 |
0 |
0 |
0 |
6.4001 |
|
Grand Total |
|
|
|
16.43 |
0.03 |
0.02 |
4.16 |
0 |
20.65 |
10.1 |
0 |
0 |
0 |
0 |
10.1 |