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| 1 | Transportation of rails, switches, crossings, SEJs and glued joints by road vehicles upto a lead of 5 km including loading and unloading of rails of any section and length upto 13 m in contractor's truck/trailer lead upto 50 m lift upto 5m (for loading & unloading) and stacking in prescribed manner etc. as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 2 | Transportation of rails, switches, crossings, SEJs and Glued joints by road vehicles upto a lead beyond 5 km and upto 10 km including loading and unloading of rails of any section and length up to 13 m in contractor's truck/trailer lead up to 50m lift up to 5m (for loading & unloading) and stacking in prescribed manner etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. |
| 3 | Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material upto a lead of 5km except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. |
| 4 | Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material lead beyond 5km and upto 10km except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. |
| 5 | Transporttaion of 52kg/60kg PSC normal line and special size sleepers upto 2.75 m length by road vehicles for lead upto 5 km including loading and unloading in P.Way stores/ Mid-section between yards stacking in a net manner to contractor's truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre (for loading & unloading) with contractor's labour, tools & plants, machinery, consumables etc., as required and as directed by the Engineer-in-Charge, complete Note: In case of any damage to sleeper during loading/unloading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. |
| 6 | Transporttaion of 52kg/60kg PSC normal line and special sleepers upto 2.75 m length by road vehicles for lead beyond 5 km and upto 10km including loading and unloading in P.Way stores/ Mid-section between yards stacking in a neat manner to contractor's truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre (for loading & unloading) with contractor's labour, tools & plants, machinery, consumables etc., as required and as directed by the Engineer-in-Charge, complete Note: In case of any damage to sleeper during loading/unloading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. |
| 7 | Transporttaion of 52kg/60kg PSC normal line and special sleepers beyond 2.75 m length including existing fittings and fastenings by road vehicles for lead upto 5 km including loading and unloading in P.Way stores/ Mid-section between yards stacking in a neat manner to contractor's truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre (for loading & unloading) with contractor's labour, tools & plants, machinery, consumables etc., as required and as directed by the Engineer-in-Charge complete Note: In case of any damage to sleeper during loading/unloading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. |
| 8 | Transporttaion of 52kg/60kg PSC normal line and special sleepers beyond 2.75 m length including existing fittings and fastenings by road vehicles for lead beyond 5 km and up to 10 km including loading and unloading in P.Way stores/ Mid-section between yards stacking in a neat manner to contractor's truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre (for loading & unloading) with contractor's labour, tools & plants, machinery, consumables etc., as required and as directed by the Engineer-in-Charge, complete Note: In case of any damage to sleeper during loading/unloading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. |
| 9 | Insertion of rails of all types & length in track for Casual/Scattered Rail Renewal work, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m etc., as required and as directed by Engineer-in-Charge complete. All labour and materials.Note: Rail drilling and cutting to be paid separately. etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 10 | Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge approaches (other than Ballasted Deck Bridge) 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. 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 11 | Renewal of CMS Crossing of all rail sections of 1 in 8½ Turnout with CMS crossing or with WCMS crossing complete with fastenings including replacement of worn-out rubber pads, liners and ERC, as required. All the released materials shall be stacked at specified location in a countable manner within the lead of 500m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as required and as directed by the Engineer incharge.Note: Rail cutting and drilling shall be paid separately under relevant item. |
| 12 | Renewal of Switch Rails of 1 in 8½ Switch Assembly (Tongue rails, Stock rails and fittings) of all rail sections, under line block conditions ensuring proper housing & changing of stretcher bars and fittings as required. Work also includes drilling of hole, if any, and leading of rails laying anywhere in station yard to site of work. Released switch rails shall be stacked at indicated place in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by Engineer in-charge. |
| 13 | One set means Two Tongue rails and Two Stock rails |
| 14 | One tongue & stock rail shall be considered as 1/2 set. |
| 15 | One tongue rail or one Stock rail shall be considered as 1/4 Set. |
| 16 | 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 with contractor'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 required and as directed by Engineer-in-Charge complete. All labour and materials.Note: All the fittings will be supplied at P.Way Stores/Depot. |
| 17 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge complete. |
| 18 | Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified for sleeper density of 1540 sleepers per km, 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 IRPWM 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 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine as required and as directed by the Engineer-in-charge complete.Note:1.Rail cutting and Hole drilling shall be paid separately.2.Spreading of ballast and compaction shall be paid separately under relevant item. |
| 19 | Laying and linking of 1 in 8½ Set turnouts including diamond crossings & De-railing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails,switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge. |
| 20 | Alumino Thermic Welding Works for 60 Kg/60 EI - R 260 grade Rail, 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's \\"Manual for Fusion Welding of Rails by Alumino - Thermic Process\\" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as required and as directed by the Engineer in charge complete. All labour and materials.Note:1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment.2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. |
| 21 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, etc., as required and as directed by the Engineer-in-Charge complete. |
| 22 | Cutting foot of rail by gas or any other approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials but excluding cost of reinforcement. |
| 23 | Drilling holes on running lines of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. as required and as directed by the Engineer-in-charge, complete. All labour and materials. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3. |
| 24 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate crews with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. |
| 25 | Quick cutting with abrasive rail cutter of 60 Kg - 110/90 UTS - On Running Line of rail sectionsincluding wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutterwill be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)etc., as required and as directed by the Engineer-in Charge complete. All labour and materials. |
| 26 | Supplying of moorum and stacking at site.etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 27 | Spreading gravel, gedda sand or cinder or crusher dust along and across the P.way tracks within a lead 0f 50m and lift of 2m etc., as required and as directed by the Engineer-in-charge. Under traffic working conditions including tools etc., complete. labour charges only. |
| 28 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. |
| 29 | Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location When distance of nearest quarry is more than 40 km and up to 50 km etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. |
| 30 | Spreading of Ballast i.e., Recoupment of ballast in running line for average lead up to 50m and lift up to 5m 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. |
| 31 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after alvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts etc., as required and as directed by Engineer in-charge. All labour and materials.Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. |
| 32 | Lifting and packing for regrading the existing PSC sleeper track to required height/level in stages not exceeding 225mm 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 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30 m 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, etc., as required and as directed by the Engineer-in-charge. All labour and materials. |
| 33 | Lifting and packing for regrading the existing PSC sleeper track to required height/level in stages not exceeding 125mm 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 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30 m 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 the Engineer-in-charge. |
| 34 | 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 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30 m 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 the Engineer-in-charge. |
| 35 | Systemic overhauling for PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer incharge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. All labour and materials. |
| 36 | Manual deep screening of depth of 250 mm below bottom of sleeper - for Plain Track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening ontoe 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 up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of 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 20 kmph speed complete in all respect.Note : Payment shall be made for length along main line only for turnouts. |
| 37 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 38 | Slewing and re-aligning of curves PSC Sleeper track - Maximum slew more than 150mm under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round ofthrough 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. |
| 39 | Pulling back of rails / panels for rail panel above 13 metre & up to 40 metre length on running track for creep adjustment or other incidental activities by removing and re-fixing all the fittings, and fastenings including squaring of sleepers and slack picking ofdisplaced sleepers, etc., as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 40 | Lubrication of fish plated for rail joints of 1.00m long fish plates under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge complete. All labour and materials.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. |
| 41 | Lubrication of fish plated rail joints for 610mm long fish plates under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge complete. All labour and materials.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. |
| 42 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed by the Engineer-in-charge complete. All labour and materials.Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. |
| 43 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade \\"O\\" IS 408 etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 44 | Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with by using Contractor's grease graphite, including removal ofscrews carefully without damaging sleepers,cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. All labour and materials. |
| 45 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as required and as directed by Engineer in-charge. All labour and materials.Note:1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item.2. Due care shall be taken to avoid any damage to the sleeper3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. |
| 46 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw with specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift etc. as required and as directed by the Engineer-in-charge complete.Note:1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum AXE/AE/P.Way In charge) level.2. Due care shall be taken to avoid any damage to the sleeper3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if sleeper gets damaged in the process. |
| 47 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor’s labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary at site directed by Engineer in charge complete.Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. |
| 48 | Maintenance of track on main line & loops, Points & crossings etc., including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains withcontractor's tools / labours etc., as required and as directed by Engineer incharge, complete. One mobile Gang comprising of 15 physically fit labours plus 1 Mate. All labour and materials.Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall.(2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. |
| 49 | Supply of Man Mazdoor/ Watchman/ Gangman/ Mazdoor (unskilled) icluding necessary tools etc., as required and as directed by the Engineer-in-charge complete. |
| 50 | Working of the Railway Push Trolley for full day (8 hrs) by arranging one Head trollyman along with 3 trollymen as per Railway's rules and stipulations for conducting inspections by Railway officials etc., as requiredand and as directed by Engineer in-charge, complete.Note:1) Labourers supplied should be of skilled in case of head trollyman and semiskilled in case of trollymen and capable of pushing trolley in all gradients, and levels duly observing all safety precautions as perthe manual.2) The labour engaged should be physically fit for strenuous work, literate and meeting prescribed medical category. |
| 51 | Providing Caution Watchman at a location for (1 shift i.e. 12 hours) where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot.Note:1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over.2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and3) The watchman nominated by the contractor will be screened for suitability as per Railway norms. |
| 52 | Supply of painter 1st class including necessary tools etc., as required and as directed by the Engineer-in-charge, complete. |
| 53 | Supply of welder 1st class for one month including necessary equipment & tools etc., as required and as directed by the Engineer-in-charge, complete. |
| 54 | Supply of Dissolved Acetylene Gas to work spot etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 55 | Supply of Compressed Oxygen Gas to work spot etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 56 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row ofhorizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work.Note:1. Excavation and concrete work will be paid separately.2. Rail shall be made available within 250 metres |
| 57 | Reconditioning of worn-out 1:8½ CMS (Cast Manganese Steel) using H3B electrodes crossing on all types of rail sections on Cess or Depot by RDSO approved agency, as prescribed in ‘IR's Reconditioning of Points & Crossings Manual’ with RDSO approved electrodes and suppliers, finishing & grinding within permissible tolerance limit, as directed by engineer in-charge. All labour and materials.Note: One obtuse crossing shall be considered equivalent to two nos. of 1:8½ crossing for payment. |
| 58 | In-situ reconditioning of worn out 1:8½ tongue rail using H3B electrodes (only one tongue rail along with connected stock rail) of all rail sections under traffic, as prescribed in ‘IR's Reconditioning of Points & Crossings Manual’ with RDSO approved electrodes and suppliers, finishing & grinding within permissible tolerance limit, with all contractor's own power T&P, men and materials including crossing the track, lead lift and as directed by engineer in-charge. All labour and materials. |
| 59 | Fabrication, supply and fixing of MS lock pins/bolts for stock and tongue rails made out of MS 40mm dia of length 200mm with head cutting, lathe machining, milling, drilling, welding the rod with MS flat of 6mm thick of suitable size as required at site with MS split pins/bolts and supplying of remaining ancillary materials required at for locking, including all taxes, lead, lift, loading and un loading , tools and plants, transportation, crossing of track whenever necessary etc., as required and as directed by Engineer-in-charge , complete. |
| 60 | Manufacturing and supplying Galvanised MS Inner and Outer Clips for Steel Channel Sleeper (RDSO Drg. No. T-6150 & T-6151) from RDSO approved sources.Note: One set constitutes two inner & two outer clips. |
| 61 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., as required and as directed by the Engineer-in-charge complete. |
| 62 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor’s materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., as per specification and as directed by Engineer-in-charge, complete.Note: The payment shall be made on the theoretical weight of main components and gusset plates only. |
| 63 | Surface dressing of all kinds of soil of the ground including removing vegetation and in-equilities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m etc., as required and as directed by the Engineer-in-charge,complete. All labour and materials. |
| 64 | Earthwork in surface excavation in all kinds of soil not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m etc., as required and as directed by the Engineer-in-charge, complete. |
| 65 | Earthwork in excavation in all kinds of soil mechanical means (Hydraulic excavator)/manual means over areas not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m etc., as required and as directed by the Engineer-in-charge, complete. |
| 66 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared etc., as required and as directed by the Engineer-in-charge, complete. |
| 67 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc., as required and as directed by Engineer-in-charge, complete. |
| 68 | Pumping out water caused by springs/tidal/river seepage/ broken mains/ drains etc., including hire of pumpset, operator, man-mazdoor, hoses, priming/ fuel/ consumable leads, lifts and all incidental works etc., as required and as directed by the Engineer-in-charge, complete. |
| 69 | Demolishing cement nominal concrete 1:3:6 or richer mix (including equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge, complete. |
| 70 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 71 | Providing and laying in position cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 72 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts etc., as required and as directed by Engineer-in-charge, complete. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 73 | Hiring of JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work etc., as required and as directed by Engineer-in-charge, complete. Payment shall be made for actual working hours at site. |
| 74 | Hiring of Hydraulic exacavtor (3D) at site of work for excavation/ levelling and removing debris etc., as required and as directed by the Engineer-in-charge, complete including operator/ driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules nd regulations prevailing in the area of work. |
| 75 | Hire and running charges of tipper at site of work for transportation of P.way materials, debris etc., as required and as directed by the Engineer-in-charge complete. |
| 76 | Hiring of Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work etc., as required and as directed by Engineer-in-charge, complete. Payment shall be made for actual working hours at site. |
| 77 | Hire and Operational charges of trailer including operator, fuel etc., as required and as directed by the Engineer-in-charge, complete all hire and operational charges. |
| 78 | Hiring of 1No. SUV of fuel CNG/EV/Diesel/Petrol of model 2023 or later with drivers for 12Hrs. Duty for AE(Rlys) western sector sub-division with permissible mileage of 1600km/month. Fuel will be reimbursed as per prevailing fuel rates by VPA @ 10km/ltr etc., as required and as directed by Engineer-in-charge, complete. |
| 79 | Anti-corrosive painting for 60 Kg Rails outside track on rail bottom, web, foot and fishing plane with two coats of 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 etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 80 | Anti-corrosive painting for 52 Kg Rails outside track on rail bottom, web, foot and fishing plane with two coats of 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 etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 81 | Painting with synthetic enamel paint Two or more coats on new work of approved brand and manufacture to give an even shade etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 82 | Distempering old work (one or more coats) with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. Please Enable Macros to View BoQ information |
