| Client and Owner: | Water and Power Development Authority (WAPDA) |
| Consultant/Designer: | Nespak, ACE, Binie Black & Montgomery (NEAC) |
| Description of Works: | Engineering, Procurement, and Construction Works. |
| Main Components: | |
| a) Hydrology: | Catchment Area: 7,964 Sq. miles Average Annual Flow: 223,000 A. Ft. |
| b) Reservoir: | Gross Storage: 302,000 A. Ft. Live Storage: 52,000 A. Ft. Average Annual Releases: 114,000 A. Ft. |
| c) Dam (Type: Earth Fill): | Height: 127 Ft. Length at Crest: 3,350 Ft. Top Width: 35 Ft. |
| a) Hydrology: | Catchment Area: 7,964 Sq. miles |
| d) Spillway (Type: Overflow): | Clear Waterway: 344 Ft. Designed Capacity: 205,800 Cusecs Maximum Capacity: 384,300 Cusecs |
| e) Outlet: | Tunnel Diameter: 8 Ft Capacity: 377 Cusecs |
| Access Road: | 43 Km |
| Irrigation System: | Gravity, Lined Channels Command Area & Capacity of System Right Bank Canal: 20,800 Acres & 36 Cusecs Left Bank Canal: 12,400 Acres & 141 Cusecs Total: 33,200 Acres & 377 Cusecs |
| Man-hours: | 10.87 million |
| Peak manpower: | 1,550 |
| Completion: | July 2006 |