| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Construction of Toilets | 314 | 0 | 294 | 1 | 0.14 | 0.13 | 93% |
| 2 | Rural Housing | 212 | 38 | 128 | 1 | 0.40 | 0.30 | 73% |
| 3 | Solid and Liquid Waste Management | 70 | 0 | 8 | 27 | 0.24 | 0.18 | 77% |
| 4 | Constr of Cement Concrete Roads | 55 | 2 | 47 | 1 | 0.54 | 0.40 | 74% |
| 5 | Construction of Well | 26 | 2 | 20 | 0 | 0.54 | 0.45 | 83% |
| 6 | Land Development | 25 | 0 | 21 | 2 | 0.21 | 0.13 | 64% |
| 7 | Plantation | 23 | 5 | 11 | 4 | 0.59 | 0.09 | 16% |
| 8 | Construction of NADEP/Vermi Compost Pit | 15 | 0 | 0 | 10 | 0.02 | 0.00 | 1% |
| 9 | Well Recharge | 13 | 0 | 4 | 1 | 0.03 | 0.02 | 75% |
| 10 | Nursery Development | 9 | 0 | 4 | 5 | 0.01 | 0.00 | 23% |
| 11 | Construction of Road and Culvert | 9 | 2 | 6 | 1 | 0.72 | 0.25 | 35% |
| 12 | Construction of Check Dam/Stop Dam | 9 | 0 | 2 | 6 | 0.15 | 0.02 | 12% |
| 13 | Farm Pond | 8 | 0 | 6 | 2 | 1.06 | 0.67 | 63% |
| 14 | Construction of Percolation Tank | 6 | 0 | 1 | 4 | 0.03 | 0.02 | 75% |
| 15 | Terracing | 5 | 0 | 0 | 5 | 0.05 | 0.00 | 0% |
| 16 | Underground Dyke for Ground Water Recharge | 5 | 0 | 0 | 5 | 0.03 | 0.00 | 0% |
| 17 | Constr of Aganwadi | 3 | 0 | 2 | 0 | 0.09 | 0.04 | 41% |
| 18 | Culvert | 2 | 0 | 1 | 1 | 0.01 | 0.01 | 92% |
| 19 | Construction of Crematorium | 2 | 0 | 1 | 0 | 0.04 | 0.02 | 47% |
| 20 | Community Sanitary Complex | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 97% |
| 21 | Construction of Play field | 1 | 0 | 1 | 0 | 0.02 | 0.01 | 30% |
| 22 | Construction of Recharge Pits | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 23 | Construction of Trench | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 24 | Construction of Bund | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 25 | Construction of building/workshed for SHG | 1 | 0 | 0 | 1 | 0.09 | 0.00 | 0% |
| 26 | Repair & maint of Pond/ Tank | 1 | 0 | 1 | 0 | 0.04 | 0.01 | 25% |
| 27 | Constr of GP Bhawan | 1 | 0 | 0 | 1 | 0.10 | 0.00 | 0% |
| Total | 819 | 49 | 559 | 81 | 5.14 | 2.75 |