| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 466 | 0 | 461 | 3 | 0.77 | 0.70 | 91% |
| 2 | Construction of Well | 99 | 0 | 74 | 9 | 1.41 | 0.90 | 64% |
| 3 | Construction of Toilets | 49 | 0 | 18 | 3 | 0.06 | 0.03 | 48% |
| 4 | Construction of Trench | 42 | 0 | 30 | 7 | 1.61 | 1.36 | 84% |
| 5 | Solid and Liquid Waste Management | 41 | 0 | 17 | 24 | 0.02 | 0.01 | 55% |
| 6 | Construction of Road and Culvert | 37 | 0 | 30 | 3 | 1.52 | 0.99 | 65% |
| 7 | Construction of Bund | 28 | 0 | 0 | 28 | 0.01 | 0.00 | 0% |
| 8 | Construction of Check Dam/Stop Dam | 25 | 0 | 23 | 2 | 0.81 | 0.55 | 69% |
| 9 | Constr of Cement Concrete Roads | 22 | 0 | 11 | 9 | 0.40 | 0.25 | 63% |
| 10 | Plantation | 20 | 2 | 7 | 4 | 1.03 | 0.11 | 11% |
| 11 | Farm Pond | 16 | 0 | 5 | 2 | 0.21 | 0.16 | 79% |
| 12 | Construction of NADEP/Vermi Compost Pit | 16 | 0 | 1 | 14 | 0.02 | 0.00 | 25% |
| 13 | Well Recharge | 8 | 0 | 1 | 1 | 0.03 | 0.02 | 83% |
| 14 | Construction of Percolation Tank | 8 | 0 | 5 | 2 | 0.46 | 0.40 | 87% |
| 15 | Boulder Check/Gully Plug | 8 | 0 | 6 | 2 | 0.21 | 0.18 | 86% |
| 16 | Land Development | 5 | 0 | 1 | 4 | 0.04 | 0.03 | 66% |
| 17 | Repair & maint of Water Harvesting Structures | 4 | 0 | 3 | 1 | 0.02 | 0.00 | 5% |
| 18 | Terracing | 4 | 0 | 2 | 2 | 0.06 | 0.04 | 62% |
| 19 | Repair & maint of Percolation Tank | 4 | 0 | 1 | 3 | 0.02 | 0.00 | 28% |
| 20 | Community Sanitary Complex | 3 | 0 | 1 | 1 | 0.02 | 0.01 | 43% |
| 21 | Construction of Tank | 3 | 0 | 0 | 2 | 0.20 | 0.00 | 0% |
| 22 | Culvert | 3 | 0 | 1 | 1 | 0.06 | 0.03 | 43% |
| 23 | Constr of Aganwadi | 2 | 0 | 1 | 1 | 0.05 | 0.02 | 34% |
| 24 | Constr of Gabion | 2 | 0 | 1 | 1 | 0.04 | 0.01 | 41% |
| 25 | Repair & maint of Pond/ Tank | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 26 | Constr of GP Bhawan | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 27 | Construction of Crematorium | 1 | 0 | 1 | 0 | 0.02 | 0.02 | 96% |
| Total | 918 | 2 | 701 | 131 | 9.07 | 5.83 |