| Sr. | New Work Type | Ongoing works | Sanctioned | Expenditure | Balance cost | Exp. % |
|---|---|---|---|---|---|---|
| 1 | Rural Housing | 504 | 1.18 | 0.83 | 0.35 | 70% |
| 2 | Plantation | 290 | 9.26 | 2.54 | 6.72 | 27% |
| 3 | Farm Pond | 30 | 0.94 | 0.39 | 0.55 | 41% |
| 4 | Construction of Well | 30 | 1.16 | 0.55 | 0.61 | 47% |
| 5 | Well Recharge | 15 | 0.04 | 0.02 | 0.02 | 54% |
| 6 | Construction of Percolation Tank | 10 | 0.45 | 0.14 | 0.31 | 31% |
| 7 | Construction of Road and Culvert | 9 | 1.24 | 0.73 | 0.51 | 59% |
| 8 | Land Development | 7 | 0.55 | 0.10 | 0.45 | 18% |
| 9 | Constr of Cement Concrete Roads | 7 | 0.12 | 0.10 | 0.02 | 84% |
| 10 | Construction of Recharge Pits | 6 | 0.07 | 0.03 | 0.05 | 38% |
| 11 | Constr of GP Bhawan | 6 | 0.50 | 0.37 | 0.14 | 73% |
| 12 | Construction of Trench | 5 | 0.11 | 0.04 | 0.08 | 32% |
| 13 | Solid and Liquid Waste Management | 5 | 0.03 | 0.00 | 0.03 | 14% |
| 14 | Construction of Tank | 5 | 0.21 | 0.09 | 0.12 | 44% |
| 15 | Construction of NADEP/Vermi Compost Pit | 3 | 0.08 | 0.06 | 0.01 | 82% |
| 16 | Construction of Check Dam/Stop Dam | 3 | 0.17 | 0.03 | 0.14 | 16% |
| 17 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 3 | 0.09 | 0.01 | 0.08 | 12% |
| 18 | Community Sanitary Complex | 3 | 0.01 | 0.01 | 0.00 | 67% |
| 19 | Construction of Crematorium | 2 | 0.03 | 0.00 | 0.03 | 9% |
| 20 | Repair & maint of Pond/ Tank | 2 | 0.04 | 0.01 | 0.03 | 26% |
| 21 | Works for Flood Control and Protection | 1 | 0.11 | 0.11 | 0.00 | 100% |
| 22 | Lining of Canal | 1 | 0.06 | 0.04 | 0.02 | 67% |
| 23 | Nursery Development | 1 | 0.01 | 0.00 | 0.00 | 26% |
| 24 | Constr of Aganwadi | 1 | 0.06 | 0.03 | 0.03 | 48% |
| 25 | Constr of Kitchen Shed | 1 | 0.00 | 0.00 | 0.00 | 20% |
| 26 | Construction of building/workshed for SHG | 1 | 0.06 | 0.06 | 0.01 | 91% |
| 27 | Boulder Check/Gully Plug | 1 | 0.01 | 0.00 | 0.01 | 0% |
| 28 | Terracing | 1 | 0.02 | 0.00 | 0.01 | 28% |
| 29 | Culvert | 1 | 0.01 | 0.00 | 0.01 | 26% |
| Total | 954 | 16.61 | 6.28 | 10.33 |