Our Work

STRUCTURAL DESIGN OF CORRIDOR II FOR HYDERABAD METRO FROM JUBILEE BUS STAND TO FALAKNUMA

L&T Ramboll Consulting Engineers Limited (now known as M/s L&T Infra Engineering) was appointed as the structural consultants to provide detailed design services of viaduct to HMRL (M/s Hyderabad Metro Rail Limited) for Hyderabad Metro Corr.II., consisting of precast segmental viaduct from Jubilee Bus Stand (JBS) to Falaknuma.

M/s Pragati Consultants associated L&T Ramboll Consulting Engineers Limited in the detailed design services of the Viaduct and deputed required number of engineers and draughtsman along with Mr. Ch. Anjaneyulu in the role of “TEAM LEADER” for the project.

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Rail Over Bridge And Box Culverts For Paradip Refinery Project At Paradip

This Consists of 3 spans of 24.769 m -23.917 m – 21.187 m (in 23.70 Skew) with Pile Foundations. The Superstructure consists of 8 Nos Precast PSC Girders with 240 mm thk cast-in-situ RCC deck slab.The

three cell box culvert under the railway line has a total length of 60.0 m out of which 10 m is a precast box culvurt pushed below the existing track using box pushing method and the rest is cast-in-situ.

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Bridge No.393  Rail bridge at Renigunta - Gunthakal section 

Renigunta - Gunthakal section .Bridge no. 393 at km 218/1 - 15 (ch: 218538m) Exg. 50 x 19.50m girder across river Cheyyar pro. Rebuilding as 1 x 39.60m + 23 x 40.2m + 1 x 39.60m PSC box girder on permanent diversion for two tracks between Hastavaram and Nandalur Stations.

One typical span consists of 40.2m (clear span) cast in-situ PSC box girder with Footpath of width 0.9 m on one side only diaphragms are provided at ends only. Two bearings of size are provided under each web and are designed as per UIC code 772 R

 

Bridge No.249 Rail bridge at Settigunta and Koduru stations

This is 2 x 12.20m clear span Bridge between Settigunta and Koduru stations. It consists of 4 nos. precast P.S.C girders kept side by side with out deck slab. It consists of five cross girders in total one at each end and remaining three at intermediate locations spaced equally with cross prestressing.

 

Bridge No.632 Bridge between Putalapattu and Pakala stations

This is 2 x 10.639m (SK) clear span Bridge between Putalapattu and Pakala stations. It consists of 4 nos. precast P.S.C girders kept side by side with out deck slab. It consists of five cross girders in total one at each end and remaining three at intermediate locations spaced equally with cross prestressing. My self involved in the analysis of super structure using STAAD III and designing of PSC girders.

                           

Bridge No.245  Bridge between Settigunta and Koduru stations   

This is 1 x 9.15m (sk) clear span Bridge between Settigunta and Koduru stations. It consists of 2 nos. precast P.S.C girders with deck slab. It consists of five cross girders.

 

Conversion of track from M.G. to B.G. – bridge no. 84 at km 209/5.7 on Gadag – Sholapur section, S.C.Railway.

The Bridge consists of 7 nos. 12.2m clear span. Steel girders are to be replaced by PSC girders during Mega block time.

 

 Conversion Of Track From M.G. To B.G. – Bridge No. 434 At Km 432/11 To 432/2 Across River Godavari, Between Basar Road And Fakhrabad Stations On Mudkhed – Nizamabad Section

The bridge consists of 22 nos 18.288m clear span. Steel girders are to be replaced by P.S.C girders during mega block time.

 

P.S.C. Girders Bridge No – 4A At Ch: 3980.95m At Km – 427/36-38 Between Krishna Canal And Vijayawada Stations.

 

Bridge No.194 at KM: 218/16-18 as 4x18.30m clear span PSC girders toMGB standards between Asifabad and Rechni road stations for both up & down lines.