| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 60 | 4 | 44 | 0 | 0.13 | 0.12 | 91% |
| 2 | Construction of Check Dam/Stop Dam | 36 | 1 | 18 | 15 | 0.48 | 0.37 | 78% |
| 3 | Constr of Cement Concrete Roads | 31 | 0 | 23 | 1 | 0.22 | 0.18 | 83% |
| 4 | Construction of NADEP/Vermi Compost Pit | 30 | 0 | 15 | 11 | 0.03 | 0.02 | 83% |
| 5 | Farm Pond | 29 | 0 | 7 | 12 | 0.61 | 0.21 | 35% |
| 6 | Plantation | 25 | 1 | 6 | 15 | 0.18 | 0.05 | 28% |
| 7 | Constr of Gabion | 21 | 0 | 13 | 8 | 0.39 | 0.32 | 82% |
| 8 | Construction of Tank | 20 | 1 | 5 | 14 | 0.36 | 0.12 | 34% |
| 9 | Land Development | 17 | 0 | 17 | 0 | 0.21 | 0.07 | 33% |
| 10 | Solid and Liquid Waste Management | 16 | 0 | 12 | 4 | 0.01 | 0.01 | 74% |
| 11 | Construction of Well | 14 | 0 | 8 | 4 | 0.35 | 0.29 | 85% |
| 12 | Construction of Toilets | 13 | 0 | 8 | 3 | 0.01 | 0.01 | 88% |
| 13 | Construction of Bund | 10 | 1 | 3 | 4 | 0.06 | 0.03 | 52% |
| 14 | Well Recharge | 8 | 0 | 7 | 0 | 0.04 | 0.01 | 28% |
| 15 | Construction of Road and Culvert | 6 | 0 | 2 | 0 | 1.04 | 0.11 | 11% |
| 16 | Repair & maint of Pond/ Tank | 5 | 0 | 0 | 5 | 0.00 | 0.00 | 0% |
| 17 | Culvert | 5 | 0 | 5 | 0 | 0.05 | 0.05 | 98% |
| 18 | Construction of Percolation Tank | 4 | 0 | 1 | 0 | 0.06 | 0.01 | 22% |
| 19 | Construction of Crematorium | 3 | 0 | 2 | 1 | 0.04 | 0.04 | 88% |
| 20 | Boulder Check/Gully Plug | 2 | 0 | 2 | 0 | 0.04 | 0.03 | 80% |
| 21 | Construction of Trench | 2 | 0 | 1 | 1 | 0.01 | 0.01 | 91% |
| 22 | Roof Water Harvesting on gov/panchayat bldg | 2 | 0 | 1 | 1 | 0.00 | 0.00 | 71% |
| 23 | Community Sanitary Complex | 2 | 0 | 1 | 1 | 0.01 | 0.00 | 50% |
| 24 | Cattle Shed | 2 | 0 | 0 | 2 | 0.00 | 0.00 | 0% |
| 25 | Renovation of traditional water bodies | 1 | 0 | 1 | 0 | 0.09 | 0.08 | 88% |
| 26 | Constr of Compound wall | 1 | 0 | 0 | 1 | 0.01 | 0.00 | 0% |
| 27 | Constr of GP Bhawan | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 97% |
| Total | 366 | 8 | 203 | 103 | 4.43 | 2.16 |