The Scheme is located down stream of Rajolibanda Diversion Scheme right side of Tungabhadra River for lifting 1.552 Cumecs of water from Tungabhadra River for supplementation of gap ayacut of 3793 acres at a cost of Rs. 1091 lakhs under T.B.P. LLC system.
| cost of the scheme | : | Rs.1091 Lakhs |
| cost per ha | : | |
| Ayacut | : | i) Khariff I.D : 2678 ACRES ii) Khariff wet : 1115 acres Net Total : 3793 acres |
| Water Requirement | : | 0.326 TMC |
| Discharge | : | 3.104 cumecs |
| Length of Approach channel | : | 50 M |
| Type of pumps | : | Vertical turbine pumps |
| Capacity of pumps | : | 3 Nos of 550 Hp each |
| No. of Pumps | : | 3 Nos (2 working + 1 stand by) |
| Static Pumping Head | : | 23.82 M |
| Total pumping head including all loses | : | 35.1 M |
| Low water level in TB River | : | 326.500 M |
| Platform Level | : | 335.500 M |
| Delivery level at Cistern | : | 350.3200 M |
| Diameter of pressure main | : | 1200 mm |
| Length of Classification of Pressure main | : | 5.30 Km Psc |
| No.of Rows | : | Single |
| Catchment Area | : | 7.0 Sq Km |
| Full Tank Capacity | : | 55 M Cft |
| Length Of Bund | : | 1335 M |
| F.T.L of Reservoir | : | 349.720 M |
| T.B.L of Reservoir | : | 351.820 M |
| Type of Surplus weir | : | H C Weir |
| Length of weir | : | 75 m |
| Maximum flood discharge | : | 73.88 cumes |
| Head of discharge over weir | : | 0.6 M |