Complete track renewal of Railway siding at FSD Gorakhpur

Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer incharge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. For Through Rail Renewal work

Removing from track existing PSC sleepers with fittings in running track conditions for TSR (Through Sleeper Renewal) / ISD (Increasing Sleeper Density) works & stacking the same neatly at specified places with contractor’s tools & labour, as directed by Engineer in-charge. (For ISD work only identified unserviceable sleepers to be covered) For location of work not involving deep screening.

Removing from track existing Wooden / Metal sleepers with fittings in running track conditions for TSR (Through Sleeper Renewal) / ISD (Increasing Sleeper Density) works & stacking the same neatly at specified places with contractor’s tools & labour, as directed by Engineer in-charge. (For ISD work only identified unserviceable sleepers to be covered) For location of work not involving deep screening.

Supplying pre stressed concrete sleeper (PSC ) 2750 mm long for 60 kg rail B.G.track conforming to IRS specifications (RT4183) including all fittings like pendal clips, rubber pads, liner, etc complete as per direction of Engineer in Charge. For level crossing

Supplying pre stressed concrete sleeper (PSC) 2750 mm long for 60 kg rail B.G. track conforming to IRS specifications (RT2496) including all fitting like pendal clips, rubber pads, liner ,etc all complete as per direction of Engineer in Charge.

Supplying of rails of UIC 60 kg 90 UTS new rails confirming to to IRS T-12-2009 specifications, 12-13m long, without bends/kinks, free from all kind of defects and as approved by engineer in charge.

Supplying and stacking of approved quality of stone ballast of 50mm gauge for railway track in the siding confirming to para 7.0 to 7.8 of "Technical specifications"

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. as per direction of engineer in charge.

Spreading of ballast, from existing stacks available along formation on top or at cess,in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centreline of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note:Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution &leveling of excess ballast while rolling to obtain uniform plane cambered surface.