SABARMATI RIVERFRONT DEVELOPMENT, AHMEDABAD
The Sabarmati riverfront project is truly multi-dimensional. But the inclusive development model that the project attempted to achieve has been truly unique. Never before has an urban infrastructure mega project, by a unique inclusive development model, covered all sections of the city and created world class facilities for the entire city to enjoy
IOCL PARADIP
Work Involves about Drive & Bored piling Works 22,035 nos various diameter 3,13,531 RM and 87,922 Cum Concrete & 10,654MT Reinforcement.
OPAL PROJECT, SAMSUNG, DAHEJ
Piling Works, precast pipe rack, and supply of RMC at our opal, HDPE Project.
The Work Involves about
1. Drive piling Works – 711nos (600mm diameter)
2. Bored piling Works 2506 nos (800mm diameter )
3. Under Reamed Piles -344 nos (400mm diameter)
4. 64nos Pre Cast pipe Racks with 188 nos Longitudinal Beams.
5. Total quantity Projects 53,626.4 RM and 14500 Cum Concrete.
The Work Involves about
1. Drive piling Works – 711nos (600mm diameter)
2. Bored piling Works 2506 nos (800mm diameter )
3. Under Reamed Piles -344 nos (400mm diameter)
4. 64nos Pre Cast pipe Racks with 188 nos Longitudinal Beams.
5. Total quantity Projects 53,626.4 RM and 14500 Cum Concrete.
HPCL-MITTAL PIPELINES LTD. AT MUNDRA
Construction of Driven Piles for tankages – 9091Nos.(1,44,034 RM) Of 560mm dia insta.The work involves about 37010 Cum Piles Concrete quantity and 4979 MT Reinforcement with Testing of pile:
intial /Routine Vertical- 37nos
intial /Routine Lateral – 36 nos.
intial /Routine Vertical- 37nos
intial /Routine Lateral – 36 nos.
JAYPEE NOIDA
Piling Works For Residential Towers of Jaypee Noida. Work Consists Pre Casting of Piles using Fabricated reinforcement involves About: The Precast Driven Piles 20000 nos of 450mm dia @ 15 m depth.
BMCT- (PVD) IN LAND AND MARINE MODE FOR DEVELOPMENT
Installation of Band Drains (PVD) in Land and Marine Mode for Development of 4th Container Terminal at JNPT, Uran – Phase I.
The work involves about :
Installation of PVD
i) Land Mode – 9,00,000 Nos. @ 15m depth (avg.) from WGL = 1,35,00,000 Rmt.
ii) Marine Mode – 3,00,000 Nos. @ 22m depth (avg.) from WGL = 66,00,000 Rmt.
The work involves about :
Installation of PVD
i) Land Mode – 9,00,000 Nos. @ 15m depth (avg.) from WGL = 1,35,00,000 Rmt.
ii) Marine Mode – 3,00,000 Nos. @ 22m depth (avg.) from WGL = 66,00,000 Rmt.
DRIVEN SPUN PILES FOR RELIANCE INDUSTRIES LIMITED – DAHEJ
Installation of Bored Cast Situ Piles along with driving of Precast Spun piles of balance of plant Cryogenic Ethane storage tank at Dahej manufacturing Division (DMD) Dahej, Gujarat.
The work involves about :
i) Bored Cast In SITU Piles 600 MM Dia (29.50 mtr Depth) – 997 Nos.
ii) Driving of Precast Spun Piles 600 MM Dia (24.00 mtr Depth)- 2400 Nos.
iii) Spun Piles Consist of Two Segment of 12 Mtr LONG.
The work involves about :
i) Bored Cast In SITU Piles 600 MM Dia (29.50 mtr Depth) – 997 Nos.
ii) Driving of Precast Spun Piles 600 MM Dia (24.00 mtr Depth)- 2400 Nos.
iii) Spun Piles Consist of Two Segment of 12 Mtr LONG.
JINDAL STEEL PRIVATE LIMITED-RAIGARH SHORE PILES
Construction of Earth/Side Retaining Systems at Proposed Re-Heating Furnace Area of M/s. JSPL at Raigarh, Chattisgarh.
The work involves about:
i) Boring of Micro Pile of 300mm dia 5167m.
ii) Fabarication & Installation of anchors of 60 MT Capacity 68 nos.
The work involves about:
i) Boring of Micro Pile of 300mm dia 5167m.
ii) Fabarication & Installation of anchors of 60 MT Capacity 68 nos.
AEGIS LOGISTICS LIMITED
Civil Work For tank Foundation (Including Precast Driven Piles) at H- 2 Plot at haldia, West Bengal.
The work involves about:
Construction of Precast Driven Piles -680 Nos.of 450mm dia ‘The work involves about 11,185 Cum Piles and Civil Works Concrete and 1275 MT Reinforcement.
The work involves about:
Construction of Precast Driven Piles -680 Nos.of 450mm dia ‘The work involves about 11,185 Cum Piles and Civil Works Concrete and 1275 MT Reinforcement.
TOYO, INTAKE, MUNDRA-GUJARAT
Construction of Sea water intake andf out fill:
The work involves about:
The scope is for Sea Water Intake & Outfall Pit, having sandwitch panel at bottom, excavation upto 14.5m depth.
1. 800mm thk. Dwall T-shaped : 144 Rmt. @ 22m depth – 5890 Sqm
2. Concreting various grades : 9877 Cum
3. Reinforcement : 1268 MT
4. Excavation : 23635 Nos.
The work involves about:
The scope is for Sea Water Intake & Outfall Pit, having sandwitch panel at bottom, excavation upto 14.5m depth.
1. 800mm thk. Dwall T-shaped : 144 Rmt. @ 22m depth – 5890 Sqm
2. Concreting various grades : 9877 Cum
3. Reinforcement : 1268 MT
4. Excavation : 23635 Nos.
KARNATAKA POWER CORPORATION LTD.
Shotcreting to U/s face, Drilling Grouting and Deep Pointing on Downstream face of Linganmakki Dam.
The work involves about :
1. Shotcreting to the U/s face of the dam : 8660 Sqm
2. Poiting to D/s face of the dam:5055 Sqm
3. Under water videography and plugging of pin ponts
4. Drilling with non coring of 50 mm dia. : 19332 Rmt
5. Grouting (cement) :1920 MT .
6. Reaming and redrilling of porous and drainage holes: 3093 Rmt.
The work involves about :
1. Shotcreting to the U/s face of the dam : 8660 Sqm
2. Poiting to D/s face of the dam:5055 Sqm
3. Under water videography and plugging of pin ponts
4. Drilling with non coring of 50 mm dia. : 19332 Rmt
5. Grouting (cement) :1920 MT .
6. Reaming and redrilling of porous and drainage holes: 3093 Rmt.
Piling for NSCBI Airport, Kolkata
Bored piling under extreme cut-off depth of 10m, with total concreted depth exceeding 225,000m
Piling for COT Mundra, Gujarat
Fast track driven cast-in-situ piling (8821 nos.), 15.5m deep piles completed in four and half months. Unique feats at this project: record 211 piles in a single day, 40 piles installed by a single rig per day, 2665 piles driven in asingle month
Bored Piling at IISCO, Burnpur
1182 piles of 550mm diameter successfully executed through heterogeneous hard slag deposit, 12m deep by employing an indigenously developed flanged guide casing
Shoring Pile for Commercial Complex at Worli, Mumbai
Project involved design and execution of piles to support 13.2m deep excavation in achallenging urban setting.
Quaywall, Shiplift and Slip dock facility at Dahej, Gujarat
Deep diaphragm walling with rectangular and T-sections, 600 and 800mm thick, depth extending to 37.3m and requiring special arrangement to lift and lower 38.3 tonne rebar cage with simultaneous assistance of three cranes
Diaphragm wall for DMRC (BC-24)
Involved 800 mm and 1000mm thick diaphragm wall and vertical shaft, with excavation depth upto 24m for three major underground station buildings along Delhi Metro corridor that facilitated rail tube construction using TBM machines.
Sabarmati Riverfront Development, Ahmedabad
The Sabarmati riverfront project is truly multi-dimensional. But the inclusive development model that the project attempted to achieve has been truly unique. Never before has an urban infrastructure mega project, by a unique inclusive development model, covered all sections of the city and created world class facilities for the entire city to enjoy
Liquefaction Mitigation Measures at Babrala, U.P.
Two separate mitigation measures in seismic zone III/IV, using Vibro-stone columns to support critical structures including a 106m high Prilling tower, on a weak ground strengthened to a SBC of 15 – 20 T/m2
Slope Strengthening at Cabo Hills,Goa
Distressed slope successfully strengthened with measures comprising pre-stressed anchors, Shear Interceptors and Vertical pile – assisted by a long term field monitoring through instrumentation
Underwater Grouting and Rehabilitation Works at Hirakud Dam, Orissa
Two separate rehabilitation and remedial measures against cracking and cavity formation on upstream side of the dam – carried under-water under operational water head as high as 40m
Land Reclamation for JNPTusing PVDs
Land Reclamation for Jawaharlal Nehru Port Trust (JNPT) using Controlled Fill and Pre-fabricated Vertical Drains (PVDs) more than 100,000 PVD points, 4 m to 11 m deep, used to reclaim 21 hectares of weak marine clay to augment the existing container berth facility.
Strengthening of Foundations of QutubMinar
Reported tilt of 65cm from plumb of this national monument completely arrested by in-house remedial scheme comprising consolidation grouting and cavity filling of foundation rock
Construction of Sea Wall and Rock Groyne at Hazira, Gujarat
A unique scheme comprising closely spaced piles proposed and executed by ITD Cem to arrest inflow of silt around intake tower in marine conditions