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| 1 | 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 in charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. For Casual/Scattered Rail Renewal work |
| 2 | Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor’s tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. Locations other than Ballasted Deck Bridge |
| 3 | Supplying pre stressed concrete sleeper (PSC ) 2750 mm long for 90R/52 kg rail B.G.track conforming to IRS specifications. |
| 4 | Supplying pre stressed concrete sleeper (PSC ) 2750 mm long for 90R/52 kg rail B.G.track conforming to IRS specifications. |
| 5 | Supplying and fixing pendrol clips for PSC sleepers confirming to IRS specification. |
| 6 | Supplying and fixing Metal liners for PSC sleepers confirming to IRS specification. |
| 7 | Supplying and fixing Rubber pad as per IRS specification. |
| 8 | Supplying of 52 Kg IRS-T-12 third quality rails also called 'Industrial use rails' or 52 Kg (SH) without bend, kins in lengths 9-13 meter |
| 9 | 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\\" |
| 10 | Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement. For average lead up to 50m and lift up to 5m |
| 11 | Supplying of fish plates for 52Kg/90R rails confirming toIRS Specifications or as approved by engineer in charge. |
| 12 | Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc. Hole of dia. 26.5mm and above |
| 13 | Fabrication including cutting, bending / machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway’s approved drawings & specifications for level crossings / trolley paths / inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1.Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores |
| 14 | Drilling of holes (vertically) of required size into concrete sleeper insitu for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. |
| 15 | Credit for iron scrap obtained from old / rusted Rails /steel sleepers as is where is basis. |
| 16 | Systematic maintenace of railway track in the private track /siding of FCI for all items as included in the technicle speciifictaion para no 3.0 to 3.9 |
| 17 | Slewing and realigning of curves under traffic line block condition, as directed by Engineer incharge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works. Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews. PSC Sleeper track - Maximum slew more than 150mm |
| 18 | Note:*Except for item no. 16, all other items are to be executed within three months of the award of work or as per the requirement/direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
