TPFEPL was appointed to prepare a Detailed Project Report which included traffic survey, topographical survey, soil investigation, and preparation of estimates. TPFEPL was also incharge of preliminary design and pre-tender activities for this project.
The Kapurbawdi junction on Ghodbunder road was witness to a lot of traffic due to a severe bottleneck. As it was of great importance to have a flyover which would ease the flow of traffic and would also reduce transit time for travellers, a flyover was constructed at this junction. The following are the various arms of the flyover that lead to exits on the route:
Ghodbundar to Mumbai & Mumbai to Ghodbundar Total length: 746.00 / No of spans with length of span: 21×30 m / Type & length of approach in RM: Reinforced earth 116.00 / Width of carriage way: 8.50 / No of lanes: 2+2
Ghodbundar to Mumbai Total length: 1047.00 / No of spans with length of span: 38×24 m to 40 m / Width of carriage way: 8.50 / No of lanes: 2
Bhivandi bypass to Nasik Road Total length: 339.44 /No of spans with length of span: 7×30 m / Type & length of approach in RM: Reinforced Earth 129.44 / Width of carriage way:8.50 / No of lanes: 2
Old Bhivandi Road to Mumbai Total length: 352.09 / No of spans with length of span: 6×30 m / Type & length of approach in RM: Reinforced Earth 172.09 / Width of carriage way:8.50 / No of lanes: 2
Mumbai to Bhivandi Road (Ghodbundar) Total length: 480.09 / No of spans with length of span: 14×30 m / Type & length of approach in RM: Reinforced Earth 60.09 / Width of carriage way:8.50 / No of lanes: 2
Type of foundation: piles / Type of substructure: Reinforced Cement Concrete Pier / Type of superstructure: Pre Stretch Concrete Box Girder Segmental Construction