| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 220 | 40 | 154 | 0 | 0.45 | 0.32 | 71% |
| 2 | Land Development | 46 | 0 | 43 | 1 | 0.21 | 0.08 | 36% |
| 3 | Construction of NADEP/Vermi Compost Pit | 27 | 0 | 9 | 18 | 0.10 | 0.03 | 31% |
| 4 | Construction of Check Dam/Stop Dam | 27 | 0 | 15 | 10 | 0.87 | 0.62 | 71% |
| 5 | Constr of Cement Concrete Roads | 26 | 0 | 22 | 0 | 0.32 | 0.25 | 77% |
| 6 | Construction of Tank | 22 | 0 | 16 | 5 | 0.57 | 0.40 | 71% |
| 7 | Farm Pond | 15 | 1 | 8 | 1 | 0.33 | 0.20 | 61% |
| 8 | Construction of Road and Culvert | 13 | 0 | 9 | 3 | 1.06 | 0.65 | 61% |
| 9 | Construction of Crematorium | 11 | 0 | 3 | 1 | 0.12 | 0.05 | 41% |
| 10 | Solid and Liquid Waste Management | 6 | 0 | 1 | 5 | 0.00 | 0.00 | 82% |
| 11 | Plantation | 4 | 0 | 0 | 3 | 0.08 | 0.00 | 0% |
| 12 | Well Recharge | 4 | 0 | 1 | 0 | 0.00 | 0.00 | 80% |
| 13 | Repair & maint of Pond/ Tank | 3 | 0 | 1 | 2 | 0.03 | 0.01 | 40% |
| 14 | Construction of Toilets | 3 | 0 | 3 | 0 | 0.00 | 0.00 | 100% |
| 15 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 2 | 0 | 1 | 1 | 0.00 | 0.00 | 52% |
| 16 | Construction of Well | 2 | 0 | 1 | 0 | 0.05 | 0.02 | 45% |
| 17 | Construction of Play field | 2 | 0 | 2 | 0 | 0.07 | 0.02 | 26% |
| 18 | Nursery Development | 2 | 0 | 0 | 1 | 0.01 | 0.00 | 0% |
| 19 | Repair & Maint of Check Dam/Stop Dam | 2 | 0 | 0 | 2 | 0.00 | 0.00 | 0% |
| 20 | Construction of Bund | 2 | 0 | 1 | 0 | 0.00 | 0.00 | 61% |
| 21 | Construction of Trench | 1 | 0 | 1 | 0 | 0.07 | 0.06 | 87% |
| 22 | Constr of Aganwadi | 1 | 0 | 1 | 0 | 0.02 | 0.01 | 77% |
| 23 | Constr of Food Grain storage | 1 | 0 | 1 | 0 | 0.04 | 0.04 | 114% |
| 24 | Construction of Percolation Tank | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 25 | Community Sanitary Complex | 1 | 0 | 1 | 0 | 0.01 | 0.00 | 51% |
| 26 | Repair & maint of Road | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| Total | 445 | 41 | 294 | 55 | 4.42 | 2.78 |