Eastern Dedicated Freight Corridor Tender

"Consulting service charges for "Carry out Detailed technical inspection including necessary testing of girders of the bridge (of ROB's RFOs, Aquaduct and Important/Major Bridges) as per the terms of this document, and relevant IRC/ Railway guidelines or as directed by engineer in charge and analysing the collected data of girders. The detailed inspection shall be close examination of all elements of bridge above pier cap/bed blocks. Contractor has to prepare and submit detailed inspection report in prescribed Performa of this RFP in 3 (three) sets of in hard copy as well as soft copy with all necessary supporting documents and photographs. The inspected bridge data is also to be entered in DFCCIL BMS software if directed by DFCCIL The rate includes all cost of required tools & plant, testing equipment, Mobile bridge inspection unit (road Base)/man lifting crane 1 required for detailed inspection of girders and other associated logistic costs " "Note for NS1":- 1. In case deck slab for UP and DN line of Railway track are different then it will be treated as separate spans. 2. In case UP and DN line of Railway Track is passing on same deck slab, then it will be treated as single span and additional payment of 25% of rate of single span for RCC/PSC/PSC Box girders will be made. 3. In case UP and DN lane of ROB is passing on same deck slab, then it will be treated as single span. In case deck slab for UP and DN lane are different then it will be treated as 2 spans 4. In case Ht of Bridge (distance between bed level of Bridge( at middle of span) and soffit of girder) is more than 6 m then 10% additional payment of above tabulated items. 5. In case effective span of OWG/USG/BSG girders are more than 30.5 m, then additional payment @ of 0.7 times of rate of span upto 30.5 m corresponding to difference in effective span length of girders and 30.5 m shall also be made. Le. if span length is 45.7 m and rate for 30.5 m is X then rate for 45.7 m will be = X + [1.0+0.7* (45.7-30.5)/30.5).

Carryout Non-Destructive Testing required for detailed technical inspection of bridges as per the terms & Conditions, Specifications of this document, and relevant IRC/Railway guidelines or as directed by engineer in charge including's submission of testing reports to DFCCIL