| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Construction of Well | 102 | 2 | 74 | 14 | 1.85 | 1.76 | 95% |
| 2 | Rural Housing | 81 | 1 | 76 | 0 | 0.16 | 0.14 | 91% |
| 3 | Construction of Toilets | 77 | 0 | 39 | 0 | 0.03 | 0.02 | 77% |
| 4 | Well Recharge | 25 | 0 | 19 | 1 | 0.06 | 0.05 | 83% |
| 5 | Construction of Check Dam/Stop Dam | 24 | 0 | 21 | 0 | 0.48 | 0.43 | 91% |
| 6 | Farm Pond | 16 | 1 | 2 | 0 | 0.38 | 0.22 | 58% |
| 7 | Construction of Road and Culvert | 14 | 0 | 9 | 3 | 0.74 | 0.63 | 85% |
| 8 | Constr of Cement Concrete Roads | 13 | 0 | 13 | 0 | 0.15 | 0.10 | 65% |
| 9 | Plantation | 13 | 3 | 5 | 1 | 0.27 | 0.12 | 43% |
| 10 | Construction of Tank | 7 | 0 | 7 | 0 | 0.28 | 0.24 | 83% |
| 11 | Repair & maint of Pond/ Tank | 6 | 0 | 1 | 5 | 0.00 | 0.00 | 96% |
| 12 | Land Development | 6 | 0 | 3 | 1 | 0.41 | 0.38 | 92% |
| 13 | Construction of Percolation Tank | 4 | 0 | 3 | 1 | 0.24 | 0.18 | 75% |
| 14 | Renovation of traditional water bodies | 3 | 0 | 2 | 0 | 0.06 | 0.03 | 50% |
| 15 | Grass Land Development | 3 | 0 | 2 | 1 | 0.36 | 0.20 | 55% |
| 16 | Solid and Liquid Waste Management | 3 | 0 | 1 | 0 | 0.02 | 0.02 | 91% |
| 17 | Constr of Aganwadi | 3 | 0 | 0 | 0 | 0.08 | 0.00 | 0% |
| 18 | Boulder Check/Gully Plug | 2 | 0 | 2 | 0 | 0.00 | 0.00 | 64% |
| 19 | Community Sanitary Complex | 2 | 1 | 0 | 1 | 0.00 | 0.00 | 101% |
| 20 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 21 | Construction of Trench | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 22 | Repair & Maint of Community infrastructure | 1 | 0 | 1 | 0 | 0.02 | 0.02 | 101% |
| 23 | Construction of Recharge Pits | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 24 | Construction of building/workshed for SHG | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 25 | Constr of GP Bhawan | 1 | 0 | 1 | 0 | 0.04 | 0.00 | 0% |
| 26 | Constr of Compound wall | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 102% |
| Total | 411 | 8 | 282 | 31 | 5.64 | 4.54 |