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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 Through Rail Renewal work |
| 2 | 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. |
| 3 | Removing from track the existing PSC sleepers with fittings in running track conditions for TSR/ ISD 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. |
| 4 | Supplying and fixingpre stressedconcrete sleeper (PSC ) 2750 mm long for 60 kg rail B.G.trackconforming to IRS specifications (RT3659-3667)including all fittings like pendal clips, rubber pads, liner, etc complete as per direction of Engineer in Charge. For level crossing |
| 5 | Supplyingand fixing pre stressedconcrete sleeper (PSC) 2750 mm long for 60 kg rail B.G. trackconforming to IRS specifications (RT2496) including all fitting like pendal clips, rubber pads, liner ,etc all complete as per direction of Engineer in Charge. |
| 6 | Supplying and fixing all fitting like pendal clips, rubber pads, liner ,etc all complete as per direction of Engineer in Charge. For sleepers obtained from dismnatling from old track i.e. pre stressedconcrete sleeper (PSC) 2750 mm long for 60 kg rail B.G. trackconforming to IRS specifications (RT2496) |
| 7 | Supplying and fixing 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. |
| 8 | 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\" volume II. |
| 9 | 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 |
| 10 | Preparation and consolidation of sub grade with power road roller of8 to 12 tonne capacityincluding making good the undulations etc. as per direction of engineer in charge. |
| 11 | 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. |
| 12 | Supplying of fish plates for 60 Kg rails confirming to RDSO drawing No T-1898 0.610 m long and as approved by engineer in charge. |
| 13 | Linking of BG track (except at LC,Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails / welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor\"s grease as per I RPWM standards with contractors labour, tools, consumables,with all lead, lifts etc.complete and raising, levelling and initial packing of track to make it fit for 30kmph and meet other prerequisites prescribed in Indian RailwayTrack Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. For sleeper density of 1540 sleepers per km |
| 14 | 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. |
| 15 | Providing and laying turn out on P.S.C. Sleepers on broad gauge with thick web switches &weldable CMS X-ing with 60 Kg 1 in 8.5 CMS.including all fittings and fixtures as per approved railway drawing and as per direction of Engineer-in-charge |
| 16 | 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 |
| 17 | Making of dead end with departmental rails confiming to IRS applications including all material asdirected by Engineer in charge |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 19 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 20 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. |
| 21 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 26 | Credit for iron scrap obtained from old / rusted Rails /steel sleepers as is where is basis. |
| 27 | Credit for iron scrap obtained from old / rusted Rails /steel sleepers as is where is basis. |
| 28 | Credit for old unservicable wooden sleepers as is where is basis. |
