| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Plantation | 119 | 8 | 99 | 5 | 44.88 | 17.17 | 38% |
| 2 | Rural Housing | 100 | 26 | 71 | 0 | 19.77 | 14.89 | 75% |
| 3 | Constr of Cement Concrete Roads | 37 | 0 | 17 | 6 | 21.80 | 12.07 | 55% |
| 4 | Construction of Well | 34 | 2 | 26 | 2 | 89.46 | 73.48 | 82% |
| 5 | Well Recharge | 16 | 0 | 1 | 3 | 5.91 | 5.21 | 88% |
| 6 | Farm Pond | 15 | 1 | 8 | 4 | 38.35 | 16.68 | 44% |
| 7 | Construction of Road and Culvert | 8 | 0 | 2 | 4 | 36.34 | 18.76 | 52% |
| 8 | Roof Water Harvesting on gov/panchayat bldg | 6 | 0 | 6 | 0 | 0.73 | 0.70 | 96% |
| 9 | Land Development | 6 | 0 | 0 | 3 | 1.80 | 0.00 | 0% |
| 10 | Renovation of traditional water bodies | 5 | 0 | 0 | 1 | 11.88 | 0.00 | 0% |
| 11 | Repair & maint of Pond/ Tank | 5 | 0 | 3 | 2 | 24.22 | 19.73 | 81% |
| 12 | Constr of Aganwadi | 5 | 0 | 2 | 3 | 5.80 | 2.91 | 50% |
| 13 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 4 | 0 | 4 | 0 | 6.11 | 5.15 | 84% |
| 14 | Construction of Check Dam/Stop Dam | 4 | 0 | 2 | 1 | 16.12 | 0.55 | 3% |
| 15 | Construction of Toilets | 4 | 0 | 4 | 0 | 8.18 | 7.86 | 96% |
| 16 | Construction of Recharge Pits | 3 | 0 | 0 | 3 | 0.57 | 0.00 | 0% |
| 17 | Construction of Trench | 2 | 0 | 1 | 1 | 2.62 | 1.60 | 61% |
| 18 | Terracing | 2 | 0 | 0 | 0 | 3.60 | 0.00 | 0% |
| 19 | Construction of Crematorium | 2 | 0 | 1 | 0 | 3.60 | 1.81 | 50% |
| 20 | Constr of GP Bhawan | 1 | 0 | 1 | 0 | 2.24 | 1.86 | 83% |
| 21 | Solid and Liquid Waste Management | 1 | 0 | 1 | 0 | 0.41 | 0.39 | 96% |
| 22 | Cattle Shed | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 23 | Constr of Gabion | 1 | 0 | 1 | 0 | 0.53 | 0.48 | 92% |
| 24 | Construction of Play field | 1 | 1 | 0 | 0 | 8.06 | 0.24 | 3% |
| 25 | Repair & Maint of Community infrastructure | 1 | 0 | 1 | 0 | 5.14 | 5.09 | 99% |
| 26 | Construction of Percolation Tank | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| Total | 384 | 38 | 251 | 38 | 358.13 | 206.63 |