| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Land Development | 98 | 0 | 42 | 50 | 0.75 | 0.56 | 74% |
| 2 | Solid and Liquid Waste Management | 48 | 0 | 39 | 4 | 0.02 | 0.02 | 82% |
| 3 | Rural Housing | 48 | 12 | 17 | 0 | 0.10 | 0.04 | 44% |
| 4 | Construction of Toilets | 46 | 0 | 43 | 0 | 0.02 | 0.02 | 83% |
| 5 | Construction of Bund | 39 | 1 | 33 | 0 | 0.45 | 0.35 | 77% |
| 6 | Constr of Cement Concrete Roads | 31 | 2 | 17 | 3 | 0.32 | 0.14 | 43% |
| 7 | Construction of Road and Culvert | 22 | 1 | 15 | 2 | 1.49 | 0.71 | 48% |
| 8 | Construction of NADEP/Vermi Compost Pit | 14 | 0 | 8 | 6 | 0.01 | 0.01 | 87% |
| 9 | Cattle Shed | 13 | 0 | 8 | 5 | 0.07 | 0.07 | 91% |
| 10 | Construction of Check Dam/Stop Dam | 7 | 0 | 5 | 1 | 0.81 | 0.73 | 90% |
| 11 | Works for Flood Control and Protection | 6 | 1 | 1 | 3 | 0.04 | 0.02 | 47% |
| 12 | Plantation | 6 | 0 | 3 | 3 | 0.37 | 0.21 | 58% |
| 13 | Construction of Embankment | 4 | 0 | 0 | 4 | 0.00 | 0.00 | 0% |
| 14 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 4 | 0 | 0 | 3 | 0.00 | 0.00 | 0% |
| 15 | Construction of Tank | 3 | 0 | 2 | 0 | 0.43 | 0.37 | 85% |
| 16 | Constr of Aganwadi | 3 | 0 | 2 | 1 | 0.05 | 0.05 | 105% |
| 17 | Construction of Trench | 3 | 0 | 1 | 1 | 0.04 | 0.03 | 93% |
| 18 | Farm Pond | 3 | 0 | 1 | 2 | 0.03 | 0.00 | 3% |
| 19 | Renovation of traditional water bodies | 3 | 0 | 3 | 0 | 0.04 | 0.04 | 94% |
| 20 | Repair & maint of Pond/ Tank | 2 | 0 | 0 | 2 | 0.01 | 0.00 | 0% |
| 21 | Community Sanitary Complex | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 99% |
| 22 | Construction of Percolation Tank | 1 | 0 | 0 | 0 | 0.04 | 0.00 | 0% |
| 23 | Constr of GP Bhawan | 1 | 1 | 0 | 0 | 0.05 | 0.01 | 27% |
| 24 | Well Recharge | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 77% |
| 25 | Boulder Check/Gully Plug | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 25% |
| 26 | Construction of Crematorium | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| Total | 409 | 18 | 242 | 91 | 5.16 | 3.38 |