| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 448 | 17 | 416 | 0 | 0.82 | 0.64 | 78% |
| 2 | Construction of Well | 52 | 5 | 35 | 2 | 0.53 | 0.38 | 72% |
| 3 | Construction of Trench | 31 | 0 | 10 | 17 | 0.93 | 0.38 | 41% |
| 4 | Construction of Check Dam/Stop Dam | 31 | 0 | 23 | 6 | 1.54 | 1.47 | 95% |
| 5 | Construction of Tank | 28 | 3 | 13 | 5 | 2.57 | 1.32 | 51% |
| 6 | Construction of Bund | 22 | 0 | 12 | 6 | 1.33 | 1.02 | 76% |
| 7 | Land Development | 19 | 0 | 11 | 1 | 0.32 | 0.25 | 77% |
| 8 | Plantation | 17 | 0 | 5 | 12 | 0.50 | 0.01 | 3% |
| 9 | Construction of Road and Culvert | 16 | 0 | 13 | 2 | 2.03 | 0.81 | 40% |
| 10 | Constr of Cement Concrete Roads | 12 | 0 | 10 | 1 | 0.60 | 0.57 | 96% |
| 11 | Farm Pond | 10 | 0 | 6 | 0 | 0.13 | 0.07 | 53% |
| 12 | Repair & maint of Percolation Tank | 8 | 0 | 8 | 0 | 0.44 | 0.35 | 79% |
| 13 | Construction of Percolation Tank | 6 | 0 | 4 | 0 | 0.41 | 0.39 | 94% |
| 14 | Constr of Gabion | 6 | 0 | 3 | 0 | 0.20 | 0.13 | 63% |
| 15 | Construction of Crematorium | 4 | 0 | 4 | 0 | 0.07 | 0.07 | 101% |
| 16 | Community Sanitary Complex | 4 | 0 | 0 | 3 | 0.01 | 0.00 | 0% |
| 17 | Constr of Aganwadi | 4 | 0 | 3 | 0 | 0.07 | 0.06 | 79% |
| 18 | Repair & maint of Water Harvesting Structures | 3 | 0 | 3 | 0 | 0.17 | 0.15 | 92% |
| 19 | Well Recharge | 2 | 0 | 2 | 0 | 0.09 | 0.08 | 92% |
| 20 | Constr of GP Bhawan | 2 | 0 | 0 | 0 | 0.18 | 0.05 | 29% |
| 21 | Grass Land Development | 1 | 0 | 1 | 0 | 0.28 | 0.26 | 95% |
| 22 | Repair & maint of Pond/ Tank | 1 | 0 | 0 | 1 | 0.01 | 0.00 | 0% |
| 23 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 1 | 0 | 0 | 0 | 0.01 | 0.00 | 0% |
| 24 | Construction of Recharge Pits | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 25 | Solid and Liquid Waste Management | 1 | 0 | 1 | 0 | 0.01 | 0.01 | 87% |
| 26 | Boulder Check/Gully Plug | 1 | 0 | 1 | 0 | 0.15 | 0.12 | 78% |
| Total | 731 | 25 | 584 | 56 | 13.41 | 8.58 |