the lateral spans P3-P4 and P2-P3 had been completed and fully prestressed. It is seen that this sequence was changed in the actual construction. Further, drawing No.A104- DWG-MB-FD-846 REV. 2(c) dated (??)/07/09 [Annexure H-01(ii)] specifically mentions that “tendons tensioning on span P2-P3 must be performed before pouring segment S10”. This requirement was also changed during actual construction. […] 6.3 …This implies that the height of the pylon should have been about 40 m at the time of tensioning of first stay cable at cantilever segment S10. However, it is seen that at the time of casting of segment S10, the free-standing pylon had already been constructed to a height of 77 m.” (emphasis supplied) 20.3 The other relevant portions cited to us from the Committee’s Report include para 6.5, which speaks about the changes in the sequence of construction without consulting or informing the design consultants of the project. Para 6.8 was relied on to highlight further discrepancies