| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Cattle Shed | 68 | 0 | 54 | 8 | 0.65 | 0.47 | 72% |
| 2 | Land Development | 68 | 0 | 62 | 4 | 0.17 | 0.11 | 63% |
| 3 | Farm Pond | 37 | 2 | 26 | 3 | 0.17 | 0.10 | 56% |
| 4 | Constr of Cement Concrete Roads | 36 | 0 | 16 | 10 | 0.54 | 0.44 | 81% |
| 5 | Construction of Road and Culvert | 35 | 0 | 26 | 0 | 1.33 | 0.82 | 62% |
| 6 | Plantation | 25 | 0 | 5 | 19 | 0.64 | 0.22 | 35% |
| 7 | Rural Housing | 23 | 0 | 19 | 1 | 0.04 | 0.03 | 76% |
| 8 | Construction of Toilets | 22 | 0 | 16 | 0 | 0.03 | 0.00 | 17% |
| 9 | Constr of GP Bhawan | 7 | 0 | 3 | 4 | 0.17 | 0.08 | 49% |
| 10 | Construction of Check Dam/Stop Dam | 7 | 0 | 4 | 3 | 0.15 | 0.09 | 57% |
| 11 | Roof Water Harvesting on gov/panchayat bldg | 6 | 0 | 0 | 5 | 0.00 | 0.00 | 0% |
| 12 | Repair & maint of Pond/ Tank | 5 | 0 | 0 | 5 | 0.00 | 0.00 | 0% |
| 13 | Construction of Tank | 3 | 0 | 0 | 3 | 0.00 | 0.00 | 0% |
| 14 | Construction of Play field | 3 | 0 | 2 | 1 | 0.07 | 0.05 | 72% |
| 15 | Works for Flood Control and Protection | 2 | 0 | 0 | 1 | 0.02 | 0.00 | 0% |
| 16 | Construction of Bund | 2 | 0 | 0 | 2 | 0.00 | 0.00 | 0% |
| 17 | Construction of Percolation Tank | 2 | 0 | 0 | 0 | 0.01 | 0.00 | 0% |
| 18 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 2 | 0 | 1 | 0 | 0.01 | 0.01 | 72% |
| 19 | Nursery Development | 1 | 0 | 0 | 1 | 0.01 | 0.00 | 0% |
| 20 | Repair & Maint of Check Dam/Stop Dam | 1 | 0 | 1 | 0 | 0.20 | 0.19 | 96% |
| 21 | Goat Shelter | 1 | 0 | 0 | 0 | 0.02 | 0.00 | 10% |
| 22 | Repair & maint of Road | 1 | 0 | 1 | 0 | 0.01 | 0.01 | 100% |
| 23 | Deepening / Desilting of Flood Channels | 1 | 0 | 1 | 0 | 0.05 | 0.04 | 90% |
| 24 | Construction of Other Community Building/Assets | 1 | 0 | 1 | 0 | 0.02 | 0.02 | 99% |
| 25 | Terracing | 1 | 0 | 1 | 0 | 0.04 | 0.03 | 73% |
| 26 | Constr of Aganwadi | 1 | 0 | 1 | 0 | 0.03 | 0.03 | 99% |
| Total | 361 | 2 | 240 | 70 | 4.39 | 2.74 |