SOMASHEKHAR MORABAD

Led the design of the underpass for the taxiway, including considerations for aircraft and road loadings, retaining walls, closing abutments, and elevated support structures.

• Managed design team, coordinated site activities, checked in-house prepared GADs and calculations for compliance with codal requirements, provided solutions based on site conditions, and obtained approvals from PC and GC.
• Participated in meetings with BIAL team, Authority, and proof consultants to present solution-based approaches and secure necessary approvals.
• Managed a diverse team of 6 engineers and 4 draftspersons to facilitate collaboration and project success.
• Monitored structural quantities to support value engineering efforts and identify cost reduction opportunities.
• Collaborated with the AGL, drainage, and geotech teams to adjust designs and drawings based on site conditions.
• Project:Detail design consultant for Design of Elevated Western Crossfield taxiways at Kempegowda International Airport, Bengaluru.with an estimated cost of INR 10 Bn.

Project: Design & Construction of Civil, Building & Track Works for Double Line Railway involving Formation in Embankments/Cuttings, Bridges, Structures of JNPT-Vaitarana Section of Western Dedicated Freight Corridor (Phase-2) 102km Stretch (Civil, Building & Track Works Contract Package - 11, ICB No. CTP-11) with estimated cost of INR 29.49 Bn.

• Managed a team of six engineers and two draftspersons to ensure project goals were met effectively.
• Coordinated project interactions with client, PMC, DDC, and IR for design meetings and approvals.
• Coordinated design and prepared in-house calculations based on site conditions, obtaining approval from PMC and DFC.
• Monitored structure quantities to support value engineering initiatives and cost reduction efforts.

Project: Line 9, Line 7A of Mumbai Metro Rail Project. Total length of these metro lines is 13.581 Km running from CSIA Airport to Andheri & from Dahisar to Mira-Bhayander with 9 elevated stations and 1 underground station estimated cost of INR 66.07 Bn.

• PC & Preparation of independent calculations for Double Decker flyover Piers with pile foundations for height varying from 19m to 22m (Approx.) with support spans varying from 17m-17m, 28m-28m.
• PC & Preparation of independent calculations for Station piers with pile foundations for height varying from 19m to 22m (Approx.) with support spans varying from 17m-17m, 28m-28m.
• PC & Preparation of independent calculations viaduct and station piers with pile foundations for height varying from 15m to 22m (Approx.) with support spans varying from 28m-28m, 26m-28m.
• PC & Preparation of independent calculations for Precast Pre-tensioned I-Girder for IRC loading for 28m span.
• PC & Preparation of independent calculations for Precast Post-tensioned of flyover Pier arm for IRC loading for 28m span.
• PC of Launching Girder scheme for ROB span, temporary structures, crash barriers etc.

Project: Proof Checking for Detailed Structural design of Viaduct of Reach-2 for Pune Metro Rail Project.

• PC & Preparation of independent calculations for spans varying from 10m-29m, 28m-28m, 22m-28m, 31m-31m, 33m-47m etc and Verifying analysis in Midas civil and STAAD.
• PC & Preparation of independent calculations for Normal & cantilever Piers with open foundations and pile foundations for height varying from 15m to 28m (Approx.) with support spans varying from 10m-29m, 28m-28m, 22m-28m, 31m-31m, 33m-47m etc.
• PC & Preparation of independent calculations for Portal Piers with open foundations and pile foundations for height varying from 12m to 15m (Approx.) with support spans varying from 25-25m, 25m-28m etc. and Verifying analysis in Midas civil and STAAD.
• PC & Preparation of independent calculations for Double Decker flyover Piers with open foundations and pile foundations for height varying from 24m to 28m (Approx.) with support spans varying from 28m-28m, 31m-38m etc.
• PC of 25m, 28m, 31m Segmental Precast post tensioned Superstructures for Metro loading.
• Executed proof checking of PSC cantilever pier caps and PSC portal pier beams for structural integrity.
• Performed verification of launching girder scheme to ensure proper alignment and structural integrity.

• Preparation of detailed design and drawings of superstructure and substructures for bridges.
• Preparation of detailed design and drawings of 8 no’s FOB’s.
• Widening and improvement of Sion-Panvel special state Highway.