Tehri Dam — India's Tallest Dam

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.

Client
HCC / THDCIL
Location
Tehri, Uttarakhand
Dredged Volume
~2.5 Lakh Cum (Phase 1+2)
Baffle Wall
47m across Bhagirathi
Tehri Dam
Phase 1 Feb – Jul 2023

River Dredging at Tehri

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.

  • Dredging per daily zero schedule by THDCIL
  • ~1 Lakh Cum material dredged and transported 14-15 Km
  • 12 Excavators (210), 2 Excavators (300) with long boom
  • 50-60 Dumpers for muck transportation
  • 12 dewatering pumps (50HP each, 7000-8000 LPM)
  • Dedicated 30 Cum Batching Plant, 6 Transit Mixers
  • Boom Placer for underwater concreting
  • All resources deployed 24 Hrs in two shifts
Phase 1 Feb – Jul 2023

Baffle Wall & Micro Piling Construction

Construction 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.

  • 47m Baffle Wall across flowing Bhagirathi River
  • ~2000 Cum RCC constructed in 4 months
  • 1000mm dia Hume Pipe in Baffle Wall
  • Micro Piling (700m) in saturated foundation
  • Baffle Wall built in 5-10m segments
  • Underwater concreting via mobile Boom Placer
  • Drilling & grouting of anchors on both banks
  • ~400 Rm micro piling completed in 1 month
Phase 2 Jun – Jul 2024 (35-Day Shutdown)

River Dredging Phase 2

The 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.

  • 1,50,000 Cum dredging in 35-day shutdown
  • Continuous ILO discharge — water never below EL 601.5m
  • 12-day approach road construction through river
  • Encountered 12m depth area across full river width
  • 20 additional dumpers mid-project for muck transport
  • Emergency concrete wall for exposed THDCIL building foundation
  • Rain interruptions during operations
  • Completed successfully within 35 days
Phase 2 Jun – Jul 2024

Ramp Construction & Micro Piling Phase 2

Construction 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.

  • 70m long Ramps upstream & downstream
  • 14,400 Cum concreting
  • ~850m Micro Piling in Ramp foundation
  • Underwater concrete via Boom Placer
  • Ramps built in 5-10m segments due to seepage
  • Foundation never below EL 601m (target: EL 598-600m)
  • Shuttering fixed in standing water
  • Formwork buried in muck, required excavation to remove
HRT/TRT Tunnel Repair Campaign

Tunnel Repair by Drilling, Grouting & Epoxy at Tehri PSP

Repair 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.

HRT #3 Repair

  • 23m length of 8.5m dia HRT repaired
  • ~375 MT Epoxy Mortar consumed
  • Completed in 36 days (target: 45 days)
  • Access via Surge Shaft crane (100m vertical)
  • Material manually transported 700m through tunnel
  • 100-125 workers deployed 24/7

HRT #4 Repair

  • 32m length of 8.5m dia HRT repaired
  • ~430 MT Epoxy Mortar consumed
  • Completed in 37 days (target: 45 days)
  • Custom electric mixers — 110kg batch in 5 mins
  • 12mm dia shear connectors @ 300mm C/C
  • Special curved shuttering matching HRT profile
Intake Works May – Jun 2025 (Completed in 16 days)

Epoxy Treatment — Intake Structure 1 & 2

Epoxy 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).

  • Epoxy Mortar filling at construction joints
  • Removal of existing cement concrete wearing coat
  • Epoxy Paint on steel structures
  • Steel work in gates and similar works
  • Removal of bitumen felt over construction joints
  • Four-course waterproofing treatment with bitumen felt
  • Stainless Steel Plate fixing over Bitumen Felt
  • Completed 47% ahead of schedule

Delivered Under Extreme Conditions

🏔️

2.5 Lakh Cum

Total material dredged across Phase 1 & 2, transported 14km in adverse conditions

🧱

805 MT Epoxy

Consumed in HRT #3 & #4 repair — both completed ahead of 45-day schedule

16 Days

Intake epoxy treatment completed in 16 days vs 30-day target — 47% early