| Sr. | New Work Type | Ongoing works | Sanctioned | Expenditure | Balance cost | Exp. % |
|---|---|---|---|---|---|---|
| 1 | Rural Housing | 846 | 1.98 | 1.15 | 0.84 | 58% |
| 2 | Plantation | 202 | 5.56 | 1.68 | 3.88 | 30% |
| 3 | Construction of Well | 143 | 4.40 | 2.39 | 2.01 | 54% |
| 4 | Farm Pond | 44 | 0.90 | 0.18 | 0.71 | 21% |
| 5 | Constr of Cement Concrete Roads | 43 | 0.96 | 0.56 | 0.40 | 58% |
| 6 | Solid and Liquid Waste Management | 16 | 0.36 | 0.14 | 0.22 | 39% |
| 7 | Constr of GP Bhawan | 13 | 0.77 | 0.45 | 0.33 | 57% |
| 8 | Construction of Bund | 11 | 0.41 | 0.24 | 0.17 | 58% |
| 9 | Goat Shelter | 11 | 0.08 | 0.03 | 0.05 | 36% |
| 10 | Land Development | 9 | 0.30 | 0.17 | 0.13 | 57% |
| 11 | Cattle Shed | 8 | 0.07 | 0.02 | 0.04 | 37% |
| 12 | Construction of Percolation Tank | 7 | 0.25 | 0.13 | 0.12 | 53% |
| 13 | Construction of Play field | 7 | 0.26 | 0.11 | 0.15 | 41% |
| 14 | Construction of NADEP/Vermi Compost Pit | 6 | 0.11 | 0.08 | 0.03 | 75% |
| 15 | Construction of Crematorium | 6 | 0.15 | 0.09 | 0.05 | 64% |
| 16 | Construction of Road and Culvert | 6 | 0.88 | 0.69 | 0.19 | 79% |
| 17 | Bio-gas plant | 6 | 0.06 | 0.04 | 0.01 | 75% |
| 18 | Construction of Tank | 6 | 0.58 | 0.14 | 0.45 | 24% |
| 19 | Well Recharge | 5 | 0.02 | 0.01 | 0.01 | 43% |
| 20 | Repair & maint of Pond/ Tank | 5 | 0.69 | 0.02 | 0.66 | 3% |
| 21 | Constr of Aganwadi | 4 | 0.08 | 0.04 | 0.04 | 47% |
| 22 | Terracing | 4 | 0.05 | 0.02 | 0.03 | 37% |
| 23 | Construction of Check Dam/Stop Dam | 4 | 0.54 | 0.39 | 0.15 | 73% |
| 24 | Construction of Recharge Pits | 3 | 0.02 | 0.00 | 0.02 | 2% |
| 25 | Construction of Other Community Building/Assets | 2 | 0.10 | 0.07 | 0.03 | 70% |
| 26 | Community Sanitary Complex | 2 | 0.01 | 0.01 | 0.00 | 56% |
| 27 | Culvert | 2 | 0.15 | 0.15 | 0.00 | 98% |
| 28 | Construction of Toilets | 1 | 0.01 | 0.01 | 0.00 | 96% |
| 29 | Constr of Compound wall | 1 | 0.03 | 0.01 | 0.02 | 35% |
| 30 | Grass Land Development | 1 | 0.08 | 0.00 | 0.07 | 1% |
| Total | 1,424 | 19.88 | 9.04 | 10.84 |