Repairs to railway track of length 3400m upto Gouri Deep Railway siding under Gouri Sub Area

Amount

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

Carriage of material over distance exceeding 0.50 km. including loading and unloading. Manual loading: Concrete Block: Lead 14 km

Replacement of any type of sleepers in track with PSC sleepers lying once ss 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 250m or near either side of Bridge approaches as directed. Locations other than Ballasted Deck Bridge

Removing weeds & bushes in ballast section and cess upto 3.95m from centreline of track in midsection & stationyard, as specified by Engineerin-charge including disposal of branches, bushes outside cess/yard.

Manual deep screening of Plain track / turnout as per procedure prescribed in IRPWM, June2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess,if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are upto 3m deep or alternatively carting it upto 50m for disposing it off beyond cutting or platforms as per directionof Engineer in charge, including cutting cess for effective drainage on both sides,one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.Depth of 150 mm below bottom of sleeper - For Plain Track :

Supplying and stacking at site. 50 mm size stone aggregate

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

Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30kmph for as pecified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note:Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing onboth sides of track.The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossingof track,deweeding on ballast section etc and as directed by Engineer-In charge.

Through Fitting Renewal (TFR) on PSC track,comprising of renewal of Grooved Rubber Pads,Liners and ERCs without damaging PSC sleepers.Scope includes removal of all fittings, cleaning of rail seat,rail flange at liner seats,and eye of Inserts with wire brushes and applying Grease Graphite Grade"O"(IS:408) to eye of insert and central leg of ERC withcontractor's grease of Railway’s specification,fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge.Note: All the fittings will be supplied at SSE/Stores/Depot.

Lubrication of Elastic Rail Clips on PSC sleepers with contractor’s grease,conforming to Railway’s specifications,labouretc.complete as per procedure prescribed in latest edition of IRPWM

Supply of Elastic Rail Clip (ERC) as per railway specifications for PSC sleeper BG track including transportation to site as per direction of Engineer-in-charge

Supply of M.S. Liner as per railway specifications for PSC sleeper BG track including transportation to site as per direction of Engineer-in-charge

Supply of Grooved Rubber pad as per railway specifications for PSC sleeper BG track including transportation to site as per direction of Engineer-in-charge

Carriage of material over distance exceeding 0.50 km. including loading and unloading. Manual loading: Structual steel

Loading, leading and unloading of 52Kg/60Kg rail upto 13metre length by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. Extra to contractor's Rail Dolly / Dip Lorry

Loading, leading and unloading of 52Kg/60Kg rail upto 13metre length by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. For lead beyond 500 metre and up to 1 Km. Extraforleadbeyond1Kmupto 2 Km. Extratocontractor'sRailDolly/DipLorry

Supply of fish bolt square head 150mm long with washer and nut etc. complete as per railway specifications for PSC sleeper BG track including transportation to site as per direction of Engineer-in-charge

Supply of combination joint fish plate set of 4 no.s plates for 90R - 52 kg rail joint complete as per railway specifications for PSC sleeper BG track including transportation to site as per direction of Engineer-in-charge

Gas cutting of rail of various sections with contractor’s tools & plants, as directed by engineer in-charge: Rail section of 90R and below

Gas cutting of rail of various sections with contractor’s tools & plants, as directed by engineer in-charge: Rail section of 52kg and above

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

Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing planewith two coatsof thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. For 52 kg rails

Insertionofrailsofalltypes&lengthintrack,laidonanytype&densityofsleepertothespecifiedgaugeundertrafficblock.Ratesincludefasteningofrailwithsleeperswithstandardsetoffasteningsandfixingoffishplatesandboltsor,ifrequired,providinggapforweldingandstackingofreleasedmaterialwithoutinfringement within 250m as directed by Engineer-in-Charge.Note: Rail drilling and cutting to be paid separately.For Through Rail Renewal work

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 / trolleypaths / 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.railscrews / 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

Lubrication of fish plated rail joints under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil suppliedby contractor,for alltypes of rail sectionsas per procedure laid down in latest version of IRPWM andas directed by Engineer Incharge. Note:Release U/S bolt & nuts is to be deposited back.If any fish bolts is jammed it should be cut with chisel and hammer and replaced with fresh fish bolt supplied. For 1.00m long fishplates

Supply,filling and stacking of sand bags layer by layer filled with Railway Sand/ railway quarry dust in Contractor's empty polythene cement bags of 50kg bags with all contractors labour,tools,plants,lead,lift etc.,including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains 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.

Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size

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

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 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).

Centering and shuttering including strutting, propping etc.and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc.and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Total impact of GST for the purpose of CTC

SCR NIRMAN PVT LTD