
| LOCATION | ||
| 1 | State | Himachal Pradesh. |
| 2 | District | Shimla |
| 3 | River | Manglad Khad. |
| 4 | Village | Jeori |
| 5 | Nearest Airport | Shimla Airport. |
| 6 | Nearest Railway station | NG-Kalka |
| 7 | Nearest capital cities (Across Road) | Shimla, Theog, Rampur |
| Purpose of the Project | ||
| 1 | Purpose of the Project | Generation and Transmission of Hydro Electric Power. |
| Installed Capacity | ||
| 1 | Installed Capacity | 3 x 3200 kW |
| Annual Energy Generation in Mu in 75%Dependable year | ||
| 1 | Annual Energy Generation in Mu in 75%Dependable year | 59.80 GWHr |
| Hydrology | ||
| 1 | Catchment Area | 92.00 Sq km |
| 2 | Design Power Discharge | 1.61 cumecs / Unit, at rated head |
| 3 | Maximum Power Discharge | 2.01 cumecs / Unit |
| 4 | Design Flood | 470 cumecs |
| Diversion Structure | ||
| 1 | Location | Across Manglad Khad near Jeori village. |
| 2 | Type | Trench Weir |
| 3 | FRL | EL 1320.00m |
| 4 | Deepest Foundation level | EL 1315.90 m |
| 5 | Deepest River bed level | EL 1322.00 m |
| 6 | Height of the Trench Weir at deepest bed level | 4.60 m |
| 7 | Length of Weir | 28.00 m |
| 8 | Flood discharge capacity | 470 cumecs |
| 9 | Gate | |
| (a) Service Gate | ||
| Nos. | 1 | |
| Size | 2.00 m x 3.25 m | |
| Hoist | Rope Drum Hoist | |
| Trench Weir Intake | ||
| 1 | No | 1 |
| 2 | Sill Level | EL.1318.00 m |
| 3 | Hoist Bridge Level | EL.1325.50 m |
| 4 | Design Discharge for three units including flushing | 7.24 cumecs |
| 5 | Gates | |
| a) Service Gate | ||
| Nos. | 1 | |
| Size | 2.0 m x 1.74 m | |
| Type | Vertical lift roller Gate | |
| Hoist | Rope Drum Hoist | |
| Power Channel (from CH :7.50 m to 13.18) | ||
| 1 | Length of Channel | 5.68 m |
| 2 | Size of Channel | 3.0 x 4.733 m |
| 3 | Bed gradient of channel | 1 : 2500 |
| Power Channel (from CH :81.18 m to 88.14) | ||
| 1 | Length of Channel | 6.96 m |
| 2 | Size of Channel | 3.0 x 4.792 m |
| 3 | Bed gradient of channel | 1 : 2500 |
| Desander | ||
| 1 | Length of Desander including transition, inlet and outlet gates. | 68.00 m |
| 2 | Width of gated structure | 4.60 m |
| 3 | Width of each bay | 4.00 m |
| 4 | Total width of Desander including bifurcation wall | 9.30 m |
| 5 | No. of bays | 2 |
| 6 | Sill level of inlet gate | EL 1318.26 m |
| 7 | Sill level at exit gate | EL 1318.20 m |
| 8 | Top level at Desander | EL 1323.00 m |
| 9 | Size of inlet gates | 1.00 m x 1.74 m |
| 10 | Type | Vertical lift roller Gate |
| 11 | Hoist | Rope Drum Hoist |
| 12 | Size of outlet gates | 1.00 m x 1.80 m |
| 13 | Type | Vertical lift roller Gate |
| 14 | Hoist | Rope Drum Hoist |
| 15 | Sill level at inlet of Flushing Duct | EL.1316.25 m |
| 16 | Sill level at outlet of Flushing Duct | EL.1315.68 m |
| Head Race Tunnel | ||
| 1 | Shape of Tunnel | D Shape Tunnel |
| 2 | Size of Tunnel | 2.0 m (W) x 2.6 m (H) |
| 3 | Lining thickness | 0.20m |
| 4 | Length of the Tunnel | 2674.00 m |
| 5 | Design Discharge | 6.03 Cumecs |
| Surge Shaft | ||
| 1 | Diameter of Surge Shaft | 6.0 m |
| 2 | Invert level | 1275.00m |
| 3 | Sill level at inlet | 1277.00 m |
| 4 | Top Level | EL.1327.00 m |
| 5 | Maximum Surge Level | EL.1324.00 m |
| 6 | Minimum Surge Level | EL.1312.00 m |
| 7 | Height of the Surge shaft | 47.40 m |
| 8 | Type of Construction | RCC lined |
| Tunnel Penstock | ||
| 1 | Type | Tunnel Penstock |
| 2 | Shape | D shape |
| 3 | Diameter | 2.0m (W) x 2.6 m(H) |
| 4 | Length of Penstock | 77.00 m |
| 5 | Flow | Pressure Flow. |
| Main Penstock | ||
| Type | Encased Steel Penstock | |
| Shape | Circular | |
| Diameter | 1.25 m | |
| Length of Penstock | 292 m | |
| Flow | Pressure Flow. | |
| Brach Penstocks | ||
| No of Branches | 3 | |
| Shape | Circular | |
| Diameter | 0.8 m | |
| Flow | Pressure Flow. | |
| Power House | ||
| 1 | Location | Left bank of Satluj River. |
| 2 | Type | Surface |
| 3 | Size of Power house (including Service Bay) | 14.00 m x 37.35 m |
| 4 | Size of Service Bay | 5.20 m x 14.00m |
| 5 | Size of Unit Bay | 14.00 m X 32.15m |
| 6 | Size of Control room / Switch gear room. | 5.20 m x 14.00 m |
| 7 | No. of Bays | 3 unit bays and one Service bay |
| 8 | Capacity | 3 Units of 3200 kW each |
| 9 | El. Of Turbine C/L | El 1080.25 m |
| 10 | Generator Floor Level | El 1079.25 m |
| 11 | Control Room Floor Level | El 1427.50 m |
| 12 | Service/Equipment handling Bay Level | El 1079.00 m |
| 13 | Draft Tube floor Level | El 1076.80 m |
| a) Draft Tube Gates | ||
| No. of gates | 1 | |
| Size of gates | 1.90 m x 2.50m | |
| Type | Vertical lift Gate | |
| Hoisting Arrangement | Moving Gantry Crane. | |
| Turbines | ||
| 1 | Type | Pelton Turbine |
| 2 | Rated Capacity of the turbine | 3333 kW |
| 3 | Maximum Net Head | 239.66 m |
| 4 | Minimum Net Head | 230.55 m |
| 5 | Net Head | 230.55 m |
| 6 | Rated Discharge Per unit | 1.61 Cumecs |
| 7 | Rated Speed | 428.50 rpm |
| 8 | Runner Dia. | 1260 mm |
| 9 | Efficiency | 91.7% |
| Generators | ||
| 1 | Type | Synchronous Generator |
| 2 | Rated Output | 3200 kW |
| 3 | Generation Voltage | 22 kV |
| 4 | Rated Speed | 428.50 rpm |
| 5 | Efficiency - Generator | 96% |
| Transmission Lines | ||
| 1 | Length | 6 km |
| 2 | Terminal Point | 22 kV Double circuit to HPSEB sub station at Kotla. |
| 3 | Type | 22 kV Double Circuit, Wolf Conductor |
| Out Door Switch Yard | ||
| 1 | Size | 23.00 m x 51.00 m. |
| 2 | No. of Power Transformers | 3 |
| Implementation Period | ||
| 1 | Implementation Period | 30 Months. |
| Financial Aspects | ||
| 1 | Basic Cost as per DPR | Rs. 5,867.00 Lakhs. |
| 2 | Escalation during Construction | Rs. 320.47 Lakhs. |
| 3 | Upfront Financial charges | Rs. 146.57 Lakhs. |
| 4 | IDC | Rs. 688.69 Lakhs. |
| 5 | LADC Charges | Rs 111.02 Lakhs. |
| 6 | Total on Completion | Rs 7,401 Lakhs. |
| 7 | Total Equity | Rs 2,220 Lakhs. |
| 8 | Loans from Financial Institutions | Rs 5,181 Lakhs. |
| 9 | First year Cost of Generation | Rs. 2.28 per Kwhr. |
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