Construction of " Pandit Dindayal Upadhyay " Cable Stay Bridge across river Tapi joining Athwa & Adajan
| 1) | Location | : |
Athwa side: (Near Panch pandav bunglow,Agri university on Surat - Dumas Road)
Adajan side: (Near Dr.V.S.Marg on Surat-Hajira road) |
| 2) | Details of Cable Stayed portion | ||
| a. Length | : | 300 mt. | |
| b. Width (Avg.) | : | 23.50 mt. | |
| c. Area | : | 7050 Sq. Mt.(avg.) | |
| d. Pylon | : | Two nos. each 35 mt. height | |
| 3) | Details of RCC portion | ||
| a. Length | : | 412.09 mt. | |
| b. Width (Avg.) | : | 21 mt. to 32.3 mt. | |
| 4) | Details of Approach | ||
| a. Length | |||
| Athwa Side | : | 122.25 mt. | |
| Adajan Side | : | 83.66 mt. | |
| b. Width | |||
| Athwa Side | : | 15.30 mt. | |
| Adajan Side | : | 21 mt. (Varing) | |
| 5) | Total Length of bridge | : | 918 mt. |
| 6) | Total Bridge Area | : | 19681.63 Sq. mt. |
| 7) | Nos of span | : | 15 Nos |
| 8) | Span Length | 12.788+12.643+16.506+50x3+42.5+50+75+150+75+50+27.60+22.40+27.60 =712.037 mt | |
| 9) | Carriage Way | : |
7.50 mt. + 7.50 mt.
(Two Lane up & Two Lane Down) |
| 10) | Footpath | : | 2 mt. (both side) |
| 11) | Type of Foundation | : | Pile Foundation |
| 12) | Other details | ||
| (i) Design Discharge | : | -- | |
| (ii) Design H.F.L. | : | 9.2 mt | |
| (iii) Type of Bridge | : | High level cable stayed river bridge | |
| (iv) Finished Road Top Level | : | 15.5 mt | |
| 13) | Sub Structure | : | R.C.C. Pier |
| 14) | Super Structure | : | Segmental Multi cell Box Girder/ PSC Box Girder / Solid Slab type |
| 15) | Bearing | : | POT / PTFE type |
| 16) | Expansion Joint | : | STRIP SEAL / MODULAR Type |
| 17) | Approach | : | Reinforced Earth Wall Type & RC Wall |
| 18) | Tender Cost | : | 143.65 Crore |
| 19) | Name of Contractor | : | |
| 20) | Design Consultant | : | |
| 21) | Proof Check Consultant | : | Indian Institute of Technology (IIT), Pawai, Mumbai. |
| 22) | Project Management Consultancy | : |