| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 221 | 4 | 198 | 1 | 0.39 | 0.32 | 84% |
| 2 | Construction of Well | 79 | 7 | 31 | 9 | 1.27 | 0.86 | 68% |
| 3 | Constr of Cement Concrete Roads | 26 | 0 | 22 | 1 | 0.19 | 0.15 | 80% |
| 4 | Plantation | 25 | 3 | 14 | 4 | 0.47 | 0.17 | 35% |
| 5 | Well Recharge | 17 | 1 | 5 | 4 | 0.20 | 0.16 | 77% |
| 6 | Solid and Liquid Waste Management | 14 | 0 | 6 | 3 | 0.04 | 0.01 | 31% |
| 7 | Farm Pond | 14 | 1 | 3 | 0 | 0.15 | 0.06 | 37% |
| 8 | Construction of Check Dam/Stop Dam | 11 | 1 | 6 | 3 | 0.37 | 0.22 | 61% |
| 9 | Land Development | 10 | 0 | 10 | 0 | 0.13 | 0.13 | 95% |
| 10 | Construction of Road and Culvert | 10 | 0 | 4 | 5 | 0.60 | 0.41 | 68% |
| 11 | Culvert | 6 | 1 | 3 | 0 | 0.02 | 0.01 | 58% |
| 12 | Construction of Tank | 4 | 0 | 1 | 1 | 0.07 | 0.03 | 40% |
| 13 | Construction of Bund | 3 | 0 | 1 | 2 | 0.00 | 0.00 | 98% |
| 14 | Construction of Crematorium | 3 | 0 | 0 | 3 | 0.03 | 0.00 | 0% |
| 15 | Constr of GP Bhawan | 3 | 0 | 2 | 1 | 0.01 | 0.01 | 59% |
| 16 | Construction of Recharge Pits | 2 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 17 | Construction of Trench | 2 | 0 | 1 | 1 | 0.03 | 0.03 | 95% |
| 18 | Repair & Maint of Check Dam/Stop Dam | 2 | 0 | 1 | 1 | 0.04 | 0.02 | 64% |
| 19 | Construction of Play field | 1 | 0 | 0 | 0 | 0.02 | 0.00 | 0% |
| 20 | Bio-Fertilizer | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 21 | Renovation of traditional water bodies | 1 | 0 | 1 | 0 | 0.01 | 0.01 | 94% |
| 22 | Boulder Check/Gully Plug | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 23 | Repair & Maint of Community infrastructure | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 24 | Repair & maint of Pond/ Tank | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 25 | Constr of Food Grain storage | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 34% |
| 26 | Cattle Shed | 1 | 0 | 1 | 0 | 0.01 | 0.00 | 72% |
| 27 | Construction of Percolation Tank | 1 | 0 | 1 | 0 | 0.03 | 0.02 | 62% |
| Total | 461 | 18 | 312 | 42 | 4.07 | 2.61 |