| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 244 | 68 | 158 | 0 | 0.53 | 0.42 | 80% |
| 2 | Constr of Cement Concrete Roads | 30 | 0 | 19 | 2 | 0.41 | 0.13 | 31% |
| 3 | Construction of Percolation Tank | 25 | 1 | 9 | 4 | 0.55 | 0.38 | 68% |
| 4 | Plantation | 25 | 1 | 18 | 1 | 0.43 | 0.14 | 32% |
| 5 | Construction of NADEP/Vermi Compost Pit | 16 | 0 | 3 | 13 | 0.03 | 0.00 | 8% |
| 6 | Works for Flood Control and Protection | 15 | 1 | 7 | 2 | 1.18 | 0.66 | 56% |
| 7 | Construction of Tank | 15 | 0 | 3 | 4 | 0.68 | 0.21 | 32% |
| 8 | Construction of Well | 15 | 4 | 8 | 0 | 0.44 | 0.37 | 83% |
| 9 | Farm Pond | 14 | 0 | 5 | 0 | 0.37 | 0.32 | 86% |
| 10 | Construction of Recharge Pits | 11 | 0 | 0 | 11 | 0.01 | 0.00 | 0% |
| 11 | Solid and Liquid Waste Management | 11 | 0 | 6 | 5 | 0.01 | 0.00 | 56% |
| 12 | Repair & maint of Pond/ Tank | 9 | 0 | 3 | 1 | 0.20 | 0.16 | 82% |
| 13 | Well Recharge | 9 | 0 | 4 | 0 | 0.02 | 0.01 | 54% |
| 14 | Construction of Toilets | 4 | 0 | 0 | 4 | 0.00 | 0.00 | 0% |
| 15 | Construction of Road and Culvert | 4 | 0 | 4 | 0 | 0.65 | 0.39 | 61% |
| 16 | Constr of Aganwadi | 3 | 0 | 3 | 0 | 0.07 | 0.04 | 58% |
| 17 | Construction of Play field | 3 | 0 | 2 | 0 | 0.11 | 0.06 | 57% |
| 18 | Construction of Crematorium | 3 | 0 | 3 | 0 | 0.05 | 0.05 | 96% |
| 19 | Construction of Check Dam/Stop Dam | 3 | 0 | 2 | 0 | 0.03 | 0.02 | 67% |
| 20 | Construction of Trench | 2 | 0 | 2 | 0 | 0.13 | 0.12 | 93% |
| 21 | Repair & Maint of Check Dam/Stop Dam | 2 | 0 | 2 | 0 | 0.02 | 0.01 | 74% |
| 22 | Repair & maint of Water Harvesting Structures | 1 | 0 | 0 | 0 | 0.00 | 0.00 | 0% |
| 23 | Renovation of traditional water bodies | 1 | 0 | 1 | 0 | 0.06 | 0.06 | 99% |
| 24 | Community Sanitary Complex | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 98% |
| 25 | Constr of Kitchen Shed | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 26 | Constr of Food Grain storage | 1 | 0 | 0 | 1 | 0.08 | 0.00 | 0% |
| Total | 468 | 75 | 263 | 49 | 6.06 | 3.56 |