BRIDGES & FLYOVERS
Name of Work : Construction of bridge across river Tapi joining Kapodara-Utran at Surat.
 
Client : Surat Municipal Corporation, Surat.
 
Cost of Work : Rs.750 Millions.
 
Year of Completion : May 2012
 
Description of Work :

Foundation :

1500 mm dia piles

Substructure :

RCC Pier and Pier Cap

Superstructure :

12 x 50 m Precast PSC I Girder + 1 x 32.5 m + 3 x 25 m PSC Solid slab.

 
 
Pile Boring using two nos. of Hydraulic Piling Rigs MAIT HR180 Tieing of Reinforcement for Pilecap and Pier
 
Pile Boring using two nos. of Hydraulic Piling
Rigs MAIT HR180
Tieing of Reinforcement for Pilecap and Pier
 
View of bridge Casting of Precast PSC I Girders in casting yard
 
View of bridge
Casting of Precast PSC I Girders in
casting yard
 
 
Remarks :
  • Piles were constructed to a maximum depth of approx. 40 metre by Hydraulic Rig.
  • The height of the deck of the bridge is about 20 m from the bed level.
  • PSC I Girder of 50 m span (weighing 220 MT each) were cast on approach in casting yard. The girders were launched span by span, using 85 m long (weighing 120 MT) stru. steel launching truss. The handling and launching 220 MT PSC I Girder (total 96 nos.) was the most challenging job.