| Sr. | New Work Type | Ongoing works | Sanctioned | Expenditure | Balance cost | Exp. % |
|---|---|---|---|---|---|---|
| 1 | Rural Housing | 2,197 | 5.15 | 3.54 | 1.61 | 69% |
| 2 | Plantation | 291 | 10.12 | 5.73 | 4.39 | 57% |
| 3 | Construction of Well | 117 | 2.92 | 1.64 | 1.28 | 56% |
| 4 | Constr of Cement Concrete Roads | 27 | 0.76 | 0.48 | 0.28 | 63% |
| 5 | Cattle Shed | 14 | 0.14 | 0.04 | 0.10 | 25% |
| 6 | Construction of Tank | 13 | 1.12 | 0.54 | 0.57 | 49% |
| 7 | Construction of NADEP/Vermi Compost Pit | 12 | 0.02 | 0.01 | 0.01 | 54% |
| 8 | Construction of Road and Culvert | 12 | 1.85 | 0.82 | 1.03 | 44% |
| 9 | Constr of GP Bhawan | 9 | 0.80 | 0.56 | 0.24 | 70% |
| 10 | Construction of Check Dam/Stop Dam | 7 | 0.44 | 0.19 | 0.24 | 44% |
| 11 | Well Recharge | 7 | 0.24 | 0.04 | 0.20 | 16% |
| 12 | Construction of Trench | 7 | 0.39 | 0.14 | 0.25 | 36% |
| 13 | Constr of Compound wall | 6 | 0.10 | 0.04 | 0.07 | 36% |
| 14 | Works for Flood Control and Protection | 5 | 0.27 | 0.20 | 0.07 | 75% |
| 15 | Repair & Maint of Check Dam/Stop Dam | 4 | 0.34 | 0.08 | 0.26 | 23% |
| 16 | Repair & maint of Water Harvesting Structures | 4 | 0.24 | 0.11 | 0.13 | 47% |
| 17 | Constr of Aganwadi | 3 | 0.07 | 0.02 | 0.04 | 33% |
| 18 | Construction of Embankment | 3 | 0.17 | 0.10 | 0.07 | 58% |
| 19 | Roof Water Harvesting on gov/panchayat bldg | 3 | 0.13 | 0.02 | 0.11 | 16% |
| 20 | Construction of Canal | 2 | 0.05 | 0.01 | 0.03 | 27% |
| 21 | Community Sanitary Complex | 2 | 0.11 | 0.01 | 0.10 | 6% |
| 22 | Construction of Toilets | 2 | 2.30 | 0.01 | 2.30 | 0% |
| 23 | Land Development | 2 | 0.11 | 0.01 | 0.10 | 10% |
| 24 | Terracing | 2 | 0.04 | 0.03 | 0.01 | 80% |
| 25 | Farm Pond | 1 | 0.03 | 0.01 | 0.02 | 30% |
| 26 | Repair & maint of Pond/ Tank | 1 | 0.11 | 0.01 | 0.10 | 11% |
| 27 | Repair & Maint of Canal | 1 | 0.04 | 0.00 | 0.04 | 0% |
| 28 | Construction of Recharge Pits | 1 | 0.08 | 0.00 | 0.08 | 1% |
| 29 | Construction of Percolation Tank | 1 | 0.09 | 0.04 | 0.05 | 47% |
| Total | 2,756 | 28.23 | 14.43 | 13.80 |