| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 118 | 1 | 99 | 6 | 0.24 | 0.20 | 86% |
| 2 | Constr of Cement Concrete Roads | 34 | 1 | 22 | 2 | 1.35 | 0.66 | 49% |
| 3 | Construction of Road and Culvert | 31 | 0 | 18 | 8 | 0.74 | 0.57 | 77% |
| 4 | Construction of Toilets | 29 | 0 | 7 | 0 | 0.01 | 0.01 | 88% |
| 5 | Construction of Recharge Pits | 17 | 0 | 10 | 7 | 0.01 | 0.01 | 72% |
| 6 | Construction of Percolation Tank | 15 | 0 | 10 | 4 | 0.44 | 0.17 | 40% |
| 7 | Construction of Check Dam/Stop Dam | 14 | 0 | 10 | 2 | 0.11 | 0.08 | 76% |
| 8 | Plantation | 12 | 2 | 8 | 2 | 0.23 | 0.08 | 34% |
| 9 | Farm Pond | 8 | 0 | 2 | 1 | 0.07 | 0.03 | 44% |
| 10 | Construction of Trench | 8 | 0 | 3 | 4 | 0.17 | 0.05 | 27% |
| 11 | Land Development | 7 | 1 | 5 | 1 | 0.76 | 0.69 | 91% |
| 12 | Construction of Bund | 7 | 0 | 6 | 1 | 0.00 | 0.00 | 0% |
| 13 | Solid and Liquid Waste Management | 7 | 0 | 4 | 3 | 0.04 | 0.02 | 64% |
| 14 | Construction of NADEP/Vermi Compost Pit | 5 | 0 | 2 | 3 | 0.01 | 0.00 | 35% |
| 15 | Construction of Crematorium | 4 | 0 | 2 | 1 | 0.07 | 0.04 | 58% |
| 16 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 3 | 0 | 1 | 0 | 0.05 | 0.01 | 30% |
| 17 | Roof Water Harvesting on gov/panchayat bldg | 3 | 0 | 2 | 1 | 0.00 | 0.00 | 57% |
| 18 | Renovation of traditional water bodies | 2 | 0 | 2 | 0 | 0.13 | 0.11 | 82% |
| 19 | Construction of Tank | 2 | 0 | 1 | 1 | 0.03 | 0.01 | 43% |
| 20 | Constr of Food Grain storage | 2 | 0 | 1 | 1 | 0.02 | 0.01 | 59% |
| 21 | Works for Flood Control and Protection | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 97% |
| 22 | Underground Dyke for Ground Water Recharge | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 0% |
| 23 | Culvert | 1 | 0 | 1 | 0 | 0.03 | 0.03 | 100% |
| 24 | Repair & maint of Percolation Tank | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 25 | Repair & maint of Pond/ Tank | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 98% |
| Total | 333 | 5 | 219 | 49 | 4.50 | 2.81 |