Multiple phases of critical work at Tehri HPP (1000 MW) and Tehri PSP — including river dredging of the Bhagirathi River, construction of a 47m baffle wall, HRT/TRT tunnel repair with epoxy mortar, micro piling, drilling & grouting, and epoxy treatment at intake structures.
River dredging across 640 Rm of the Bhagirathi River downstream of Tehri Dam spillway — executed during zero schedule of Tehri HPP. Water level varied 8-10m twice daily, with only 3-4 hours of working time per shutdown.
River dredging operations
Water level at 604+ MTR
Excavation in variable water
Dredging March 2023
Heavy machinery deployment
Water level 603.75 MTRConstruction of approx 47m long Baffle Wall across the Bhagirathi River between Spillway & TRT of Tehri HPP (1000MW). Underwater concrete pouring, micro piling in saturated riverbed conditions.
Baffle Wall construction
Micro piling operations
Concreting in progress
Wall segment formation
Foundation reinforcement
Completed Phase 1 baffle wallThe second phase involved dredging 150,000 Cum from Chainage 260m to 660m and construction of Ramps (5m wide, 70m long) upstream & downstream of the Baffle Wall — all within a strict 35-day shutdown window.
Phase 2 dredging operations
Excavation in progress
River bed operations
Machinery at work
Dumper loading operations
Approach constructionConstruction of 70m long, 5m wide Ramps upstream & downstream along the Bhagirathi River. Micro Piling (850m) in foundation. All carried out during the 35-day shutdown with underwater concreting via Boom Placer.
Ramp construction
Concreting by Boom Placer
Underwater concrete pouringRepair of 8.5m diameter Head Race Tunnels (HRT #3 and #4) at Tehri PSP via surge shaft at 100m vertical depth — involving massive quantities of epoxy mortar, underwater repair, and custom engineering solutions.
TRT/HRT repair work
Epoxy mortar in HRT #3
Material through trolley
HRT #4 plug breaking area
Foundation epoxy work
Tunnel repair operationsEpoxy treatment at Intake Structures 1 & 2 at EL 745m of Tehri HPP. Work proposed for 30 days but completed in just 16 days (May 31 – Jun 14, 2025).
Intake structure epoxy work
Construction joint treatment
Completed intake repairTotal material dredged across Phase 1 & 2, transported 14km in adverse conditions
Consumed in HRT #3 & #4 repair — both completed ahead of 45-day schedule
Intake epoxy treatment completed in 16 days vs 30-day target — 47% early