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Bridge Engineering

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Design of Railway Bridge no. 12 over Narmada Bhoyani main canal nr. Kadi. (2000)
Authority : Western Railway
Client : Casad Consultant, Ahmedabad. (as Project Partner)
Contractor: Rajkamal Construction Co., Ahmedabad.
Technical  Data :
Bridge Length :
87.0 m
Foundation :
Pile
Substructure :
Wall type Pier
Superstructure :
PSC Girder
Design of Railway Bridge no. 13 over Narmada Ghelada main canal nr.Katosan (2000)
Authority : Western Railway
Client : Casad Consultant, Ahmedabad. (as Project Partner)
Contractor: Rajkamal Construction Co., Ahmedabad.
Technical  Data :
Bridge Length :
87.0 m
Foundation :
Pile
Substructure :
Wall type Pier
Superstructure :
PSC Girder
Design of Railway Bridge no. 14 over Narmada Dhanpuraa main canal nr.Bechraji (2000)
Authority : Western Railway
Client : Casad Consultant, Ahmedabad. (as Project Partner)
Contractor: Rajkamal Construction Co., Ahmedabad.
Technical  Data :
Bridge Length :
87.0 m
Foundation :
Pile
Substructure :
Wall type Pier
Superstructure :
PSC Girder
Design of Staging for Super structure of ROB – 212 Gandhidham (2001)
Authority : Western Railway
Client & Contractor : Rajkamal Construction Co., Ahmedabad.
Site : L.C. no 212(SPL) 45° skew between Bhachau-Chirai.
Technical  Data :
Span :
17.6 m
Superstructure :
PSC Girder
Type of staging :
Trestle and Truss
Design of Staging for Super structure of ROB – 217 Gandhidham (2001)
Authority : Western Railway
Client & Contractor : Rajkamal Construction Co., Ahmedabad.
Site : L.C. no 217(SPL) 45° skew between Bhimsarand - Chirai
Technical  Data :
Span :
17.08 m and 27.703m
Superstructure :
PSC Girder
Type of staging :
Trestle and Truss
ROB across Ahmedabad - Viramgam B.G. Railway at LC no. 12 C/E-1 on 60.0 m Ring Road by AUDA ( 2002-2003)
Authority : AUDA
Client : Shah Associates, Ahmedabad.
Contractor : Ranjit Construction Co.
Technical  Data :
Foundation :
Pile for PSC span , Open type for RCC span
Span :
4 x 18.68m + 19.0m + 32.0m 19.38° skew
Substructure :
Circular Pier, Elastomeric bearing Counterfort type Abutment & Return
Superstructure :
RCC girder for 18.68m & PSC for 19,32m
Scop of work :
Design of Abutment, Return, Pier foundation & Pier
Approval from AUDA’s Consultant.
ROB at km 105/2 nr. Chhayapuri on Ahmedabad – Vadodara Road, Vadodara. (2002-2003)
Authority : Gujarat State Road Development Corporation (GSRDC), Gandhinagar
Client : Shah Associates, Ahmedabad.
Contractor : Ranjit Construction Co.
Technical  Data :
Foundation :
Pile for PSC span , Open type for RCC span
Span :
4 x 18.68m + 19.0m + 32.0m 19.38° skew
Substructure :
Wall type Pier, Elastomeric bearing Couterfort type Abutment & Return
Superstructure :
RCC Box & PSC for railway portion
Scop of work : Design of Abutment, Return, Pier foundation & Pier
Approval of design for whole Bridge from GSRDC’s Consultant
ROB over Ahmedabad – Mumbai BG line near Vatava Locoshed on AUDA 60.0 m Ring Road (2005–2006)
Authority : AUDA
Client : Casad consultant (as Project Partner)
Contractor : Ranjit Construction Co.
Technical  Data :
Foundation :
Pile for PSC span , Open type for RCC span
Span :
4 x 18.68m + 19.0m + 32.0m 19.38° skew
Substructure :
Wall type Pier, Elastomeric bearing Counterfort type Abutment & Return
Superstructure :
RCC Box & PSC for railway portion
ROB in Lieu of L.C. No. 264-B at km 438/0-2 on Ahmedabad-Vadodara section near Boriavi Station
Authority : Western Railway
Client : Casad consultant (as Project Partner)
Technical  Data :
Foundation :
Pile
Span :
1 x 33.73m + 1 x 43.879 + 1 x 37.18
Substructure :
Wall type Pier, Elastomeric bearing Counterfort type Abutment & Return
Superstructure :
PSC T-Beam Deck Slab
Construction of Two Lane Bridge in Place of Hope Bridge on River Tapi at Surat.
Authority : Surat Municipal Corporation
Client : Casad consultant (as Project Partner)
Technical  Data :
Foundation :
Pile
Span :
9 x 50.5m(ave) + 1 x 42.850m + 1 x 43.90 m
Substructure :
Circular Pier, POT_PTFE bearing Wall type Abutment & Return
Superstructure :
PSC Voided Slab
Construction of Flyover on 45m Ring Road at Sitanagar-Puna Village Junction Surat.
Authority : Surat Municipal Corporation
Client : Casad consultant (as Project Partner)
Technical  Data :
Foundation :
Pile
Span :
14 x 25m + 1 x 35m 145m RCC Retaining wall at both ends
Substructure :
Circular Pier, Elastomeric bearing Wall type Abutment & Return
Superstructure :
35m PSC Voided Slab + 25m PSC Girder