were changed in actual construction to make up for the time lost and this has adversely affected the stability of the P4 joint. 5). Raising Pylon P4 to an abnormal height of 77 mts (out of 80 mts) without any lateral anchorage in the form of stringers, had left the Pylon P4 exposed to heavy wind pressure and in a state of unstable equilibrium, ready to collapse at any time, with the application of a little external force in excess. 6). We were informed that, the concreting of Lateral span P3-P4 was done in 7 stages, whereas, it should have been done at ONE GO. This leaves vertical joints which are vulnerable. We also noted that, the Insured had to resort to concreting in stages, due to insufficient Batching Plants. 7). Change in allocation of works amongst the Joint Venture Partners also played a key role in the quality of workmanship. At several places, M/s.Gammon had to carryout the jobs, supposed to have been carried out by M.s,Hyundai. Even in the affected location of P4, the