Mumbai Metro Rail Corporation
Design and construction of underground section including 3 underground stations at Siddhi Vinayak,Dadar and Shitaladevi Temple and associated bored tunnel.
Kolkata Metro Rail Corporation Ltd contract UNder Ground 2 Project
1. Tunneling
Twin Tunnel of 5.80 mtr finish dia – Boring with TBM
Total Length 2 x 3956 mtr in four stretches, likely to be increased.
Concrete lining of 275 mm thickness – Precast Segments.
Cross passage – 12 Nos
Twin Tunnel of 5.80 mtr finish dia – Boring with TBM
Total Length 2 x 3956 mtr in four stretches, likely to be increased.
Concrete lining of 275 mm thickness – Precast Segments.
Cross passage – 12 Nos
2. Stations
Central Station – 225 Mtr – Diaphragm Wall, RCC Structure
Sealdah Station – 200 Mtr – Diaphragm Wall, RCC Structure
Intervention Shaft -118 Mtr – Diaphragm Wall, RCC Structure
Phool Bagan – 199 Mtr – Diaphragm Wall, RCC Structure
Subhash Sarobar – 513 Mtr – Cut & Cover Tunnel, RCC Structure
BC-24 Package: Central Secretariat – Badarpur Line for DMRC
8.3 km of tunnelling of 5.8 m finish internal dia boring with close mode shield TBMs.
Three stations namely Khan Market, Jawaharlal Nehru stadium and Jungpura.
Eight cross passages
Ramp at Lajpat Nagar
Set up new Asia Record of tunnelling 37.5 m in a day Completed 2 months ahead of schedule.
Three stations namely Khan Market, Jawaharlal Nehru stadium and Jungpura.
Eight cross passages
Ramp at Lajpat Nagar
Set up new Asia Record of tunnelling 37.5 m in a day Completed 2 months ahead of schedule.
Contract CC 32 Package for DMRC
Design and Construction of Tunnel by Shield TBM, Palam and I.G.D. Airport Underground Stations by Cut & Cover method between Palam (including) and Shankar Vihar (excluding) on Janakpuri West – Kalindi Kunj Corridor under Delhi MRTS Project of Phase-III.
Survey & Geotechnical Investigation
Design and Construction of Tunnel by Shield TBM for a length of 6798m of internal finished diameter 5.7-5.8m (4274m in soil & 2524m in weathered rock)
Design and Construction of Cut & Cover Tunnel at other 3 locations of length 152m, 162m & 143m approx.
Design and Construction of Cross Passages & Sumps
Design and Construction of two (02) nos. underground stations at Palam & I.G.D.Airport
Design and Construction of Finishing works for station, Plumbing & Sewage works. Design and Construction of Entry & Exit Structures, Utility galleries, AC plant rooms, DG room Protection, diversion and support of all utilities encountered during construction.
Providing & Fixing Shear Connectors for installation of Rail Track both in Tunnel and Station areas Building Condition survey, risk analysis, settlement prediction, ground and building monitoring, preventive and corrective actions.
Traffic management & diversion required for construction phase.
Survey & Geotechnical Investigation
Design and Construction of Tunnel by Shield TBM for a length of 6798m of internal finished diameter 5.7-5.8m (4274m in soil & 2524m in weathered rock)
Design and Construction of Cut & Cover Tunnel at other 3 locations of length 152m, 162m & 143m approx.
Design and Construction of Cross Passages & Sumps
Design and Construction of two (02) nos. underground stations at Palam & I.G.D.Airport
Design and Construction of Finishing works for station, Plumbing & Sewage works. Design and Construction of Entry & Exit Structures, Utility galleries, AC plant rooms, DG room Protection, diversion and support of all utilities encountered during construction.
Providing & Fixing Shear Connectors for installation of Rail Track both in Tunnel and Station areas Building Condition survey, risk analysis, settlement prediction, ground and building monitoring, preventive and corrective actions.
Traffic management & diversion required for construction phase.
Limited Height Subway by box pushing Technique
Design and construction of Limited Height Subway by specialised Box pushing Technique at Mankapur ROB at Ch 5+165 on NH 69 in lieu of L C No. 294A on Et.-NGP Section Of C. Rly Size of Box : 5.0M x 2.50M x 57 Mtr Long, Cushion : 1.840M.
Box pushing of RCC box structure under BG main line
Construction of Dunlop Interchange in B T Road – Box Pushing of RCC Structure nunder B G Main Line Bridgw No. 1, Eastern Railway, at Dunlop Kolkata Size of Box : 9.0M x 4.859 M x 26 Mtr. Long, Cushion 2.690M.
Construction of underpass at Maithon.
Design and construction of a RCC horizontzl Box opening of I D 6.0M wide and 4.50M high and of approx length 99.8 Mtr by Cut and Cover method at a depth of around 2 Mtr below the existing road at Maithon Power Limited, Jharkhand.
Pedestrian Subway at Belghoria, Agarpara & Sodepur.
Construction of Pedestrian Subway by Jack Pushing technique below the Railway track approx size of Box will be 7.2 M x 4.0 M x 33.0 M long at Belghoria and 4.0 M x 3.8 M x 33.0 M long each at Sodepur and Agarpara.
Lothian Bridge at Delhi for Northern Railway
The 128 year old arch Lothian Road under Bridge which permitted only a single lane traffic, was always a bottleneck for traffic passing under the railway track and hence it was decided to expand the area thoroughfare. ITD Cem (Then Trafalgar House Construction India Limited) rose to the occasion and installed six numbers box-shaped corridors by Box Jacking Technique, in two phases: 3 corridors were opened up in January 1990 and the balance corridors were opened up in September, 1992. The size of the central box was as large as 17m wide and 7 m high which fully occupied the entire space of the arch. Due to this construction, the busy S P Mukherjee Marg – N S Marg intersection now has a ten-lane underpass ensuring a very smooth flow of traffic.
Ramrajatola, Near Kolkata for South Eastern Railway
The Howrah Improvement Trust proposed to lay one sewer line across the existing main tracks of South Eastern Railway. The original design envisaged the conventional “Open-cut-Method” which would have necessitated the railway tracks to be kept supported on relieving girders during construction, thus disrupting the railway services. To avoid this, ITD Cem (Then Trafalgar House Construction India Limited) jacked 3m dia pipeline of 40m length through the railway embankment using Pipe Jacking Technique in a record time of 18 days and this pipe functioned as a sewer line .
Baidyabati Canal Crossing, West Bengal
Construction of six nos. RCC box openings of size 5.95m x 4.85m each 27m long and five nos. additional openings 4m wide by placing RCC precast slab below running railway tracks
Oliphant Bridge, Secunderabad
Construction of one Road Under Bridge of size 9.0m x 4.15m – 60m long beside existing old arch bridge near Secunderabad Railway Station.
Vizag, Andhra Pradesh
Under Rail Bridge of size 6.20m x 7.055m about 49m long for Heavy Mineral Load traffic by box jacking technique.
Naini, Allahabad
Construction of four nos. rectangular Road Under Bridge of size (2 nos.) 8.5m x 5.84m of 34m length and (2 nos.) 4m x 4.85m of 35m length by pushing precast boxes through railway embankment taking thrust from thrust bed constructed over filled up soil.
Chennai Subways
Four Pedestrian Subways constructed at 4 different locations by Box Jacking Technique below busy NH-4 with total length of 157m of box pushing.
Karad Canal Crossings
Construction of Canal crossings by RCC Box Pushing at 5 locations and RCC Pipe Pushing at 4 locations. The pushing operation was carried out through hard rock by controlled blasting below running railway tracks.
Bengaluru Subways
Four Pedestrian Subways constructed at 4 different locations by Box Jacking Technique below busy NH-4 with total length of 194m of Box Pushing.
Vehicular Underpasses at Anand Vihar, Delhi
Construction of two Vehicular Underpasses one 13.0m x 6.0m and other 9.5m x 6.0m each of 35m length below Road embankment.
Ducts and RUB at Bhatinda, Punjab
Construction of five. 7.5m x 2.0m Twin Box Ducts each of about 50m and 15m x 5.5m Twin Box RUB of 50m length by Box Pushing Technique below running railway tracks.
Thane, Mumbai
Vehicular Underpass by pushing of precast RCC boxes through already two jacked underpasses below busy Central Railway Suburban tracks.
Manicktala Underpass, Kolkata
This underpass is one of the first box jacking work done in India by jacking precast RCC units in tiers.
Tentulmari Underpass, Dhanbad, Jharkhand
Box Pushing Technique was adopted to form abutments and construction of RCC road slab in between the abutments to construct the Underpass below running railway tracks.
Bhira Pumped Storage Plant – 150 MW
- Excavation and concreting 55m deep, 23m x 18 m oval shape Power house shaft
- Power House RCC Superstructure
- RCC intake structure and forbay
- Excavation and concrete lining of pressure shaft
- Excavation and lining of tail race tunnel
- Civil Works of 220 KV Switchyard
Umtru Hydro Tunnel
- Modification of Dam
- Power intake
- Access adit to HRT and pressure shaft
- Head Race tunnel, Tail race tunnel
- Pressure, shaft, surge shaft
- Deep pit power house
Arphal Tunnel
- Construction of RCC lined Irrigation Tunnel of 16.6 Km length for Krishna Irrigation Project in Maharashtra
Chitpur Yard Underpass, Kolkata
Construction of Underpass abutments and pier by jacking precast RCC units in two tiers.
