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Tender Value
₹37.4 Cr
EMD Value
₹74.8 L
Closing Date
11 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GKP VKNR
16 conditions · 5 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or "V" whichever is less, whereV= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited.The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.The tenderers shall submit requisite information as per Annexure-2 of Chapter-3, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed in Annexure-3 of Chapter-3. The statement of existing commitments and balance amount of ongoing works should be submitted as per Annexure-E attached with tender document.
(a) The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar nature of work means : Track work (with or without transportation of materials) excluding supply of ballast/welding work.
3 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Fulfill all the conditions given in tender doucument
Linking of track, loading/unloading of various p.way materials and other miscellaneous Pway related works between Kaptanganj (excl.) - Valmikinagar (excl.)(From Kaptanganj (Excl) to km 303/03, up to jurisdiction of NE Railway) section & as directed by engineer-in-charge in connection with Gorakhpur Cantt. - Valmikinagar doubling project in Varanasi Division of N. E. Railway
DYCE-CON-HQ-GKP-07-2026~NER
DYCE-CON-HQ-GKP-07-2026
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹74.8 L
17 Aug 2026
17 Aug 2026
28 Aug 2026
283 items across 7 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | Above/ 166825676.20 Below/P | ||
| — | 10000.00 | — | — | ||
| Providing barricading with the help of fencing along the running track where the work is to be done in closed vicinity of the track. The fencing shall be minimum 1.5 m. high with RCC posts 1.8 m. height of size 50 mm x 50 mm provided with 6 mm hooks etc. placed every 2.0 m. apart embedded in cement concrete (1:2:4) blocks of size 0.23x0.23x0.23m. and every 15h post (or nearer, if there is abrupt change of ground slope), last but one end & corner post shall be strutted on both sides and end post one side only and struts embedded in cement concrete (1:2:4) block of size 0.23 x 0.23 x 0.23m. provided with 5 horizontal lines and two diagonal of G.I. barbed wire 9.38 Kg./100 m.(min) between the two posts including 2 bends (red and white) 300 mm long shall be painted with water bound paints on the bullies from top and two bands (100 mm apart) of yellow aluminous tap of width 50 mm shall be pasted on top white bank. The rate includes cost of all materials including cement. After execution of all works requiring safety fencing in particular stretch. The fencing shall be removed with the approval of the Engineer-in-charge and formation shall be repaired to its profile and released materials will be contractor's property. | — | — | — | 53,36,400 | |
| — | 30000.00 | — | — | ||
| Maintaining including watch and wards and repairs of the barricading provided as per items no. including cost of all contractor's men, materials, tools, and plants required in this regard. | — | — | — | 1,65,600 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Dismantling of BG track of 60kg/52kg/90R single Rail/SWR/ LWR on all type of sleepers of different densities & removing rails, sleepers, fastenings etc. from cess to slope of bank in yard/block section and collecting as per direction of Engineer in charge (including track, on level crossing & bridges). | — | — | — | 63,02,400 | |
| — | 32.00 | — | — | ||
| Dismantling of BG points and crossings of 1:12, 1:8½ and D.S. of 60kg/52kg/90R rail section on PSC/ wooden/ST sleepers including sorting and stacking of released rails, switches, crossing body, sleepers, fastenings etc. at nominated place in the PWI store in station yard as directed by the Engineer. 1 : 12 | — | — | — | 3,93,464.96 | |
| — | 5.00 | — | — | ||
| Dismantling of BG points and crossings of 1:12, 1:8½ and D.S. of 60kg/52kg/90R rail section on PSC/ wooden/ST sleepers including sorting and stacking of released rails, switches, crossing body, sleepers, fastenings etc. at nominated place in the PWI store in station yard as directed by the Engineer. 1 : 8.5 | — | — | — | 48,275.55 | |
| — | 5.00 | — | — | ||
| Dismantling of BG points and crossings of 1:12, 1:8½ and D.S. of 60kg/52kg/90R rail section on PSC/ wooden/ST sleepers including sorting and stacking of released rails, switches, crossing body, sleepers, fastenings etc. at nominated place in the PWI store in station yard as directed by the Engineer. D.S. | — | — | — | 9,575.9 | |
| — | 5000.00 | — | — | ||
| Unloading of 60kg/52kg/90R.single rail/3 rail to 20 rail panels from all types of wagons in station yards/ block section in prescribed time, clearing infringements as directed by Engineer at site with contractor's labour, tools & plants etc. 3 rail to 20 rail panels. | — | — | — | 5,45,150 | |
| — | 4000.00 | — | — | ||
| Collection of S/H Rails 60kg/52kg/90R Single Rails in different sections, stations, places of any division of Railway from cess to nearest level Xing/loading point (Having motorable Road for Trailor) more than 100M and up to 1.60Km including loading/ unloading/leading and stacking including all lead, lift, descends/ascends xing of track etc. by contractor's own means. | — | — | — | 13,36,200 | |
| — | 1000.00 | — | — | ||
| Extra per ½ Km and part thereof beyond initial lead mentioned in above item. | — | — | — | 51,560 | |
| — | 20000.00 | — | — | ||
| Crossing of running main line by 10 or 20 rail panels and shifting it from existing main line track to proposed main line track with contractor's labour, tools and plants under traffic block as per direction of engineer-in-charge. | — | — | — | 4,11,800 | |
| — | Per | Track Metre | — | ||
| — | 50000.00 | — | — | ||
| Spreading of 60Kg/52kg. Rail S.H./New rail (Free Rail/SWP/10 Rail/20 Rail panel) unloaded from vehicles, Railway wagons/BFRs through diplorry /other means by contractor on either side of track evenly in block section/station yard with his own labour, tools & plants, consumable etc. complete as per direction of site Engineer with lead of:up to 1 km. | — | — | — | 1,64,43,500 | |
| — | Per | Track Metre | — | ||
| — | 5000.00 | — | — | ||
| Spreading of 60Kg/52kg. Rail S.H./New rail (Free Rail/SWP/10 Rail/20 Rail panel) unloaded from vehicles, Railway wagons/BFRs through diplorry /other means by contractor on either side of track evenly in block section/station yard with his own labour, tools & plants, consumable etc. complete as per direction of site Engineer with lead of:beyond 1 km. up to 2 km. | — | — | — | 17,48,000 | |
| — | Per | Track Metre | — | ||
| — | 2500.00 | — | — | ||
| Spreading of 60Kg/52kg. Rail S.H./New rail (Free Rail/SWP/10 Rail/20 Rail panel) unloaded from vehicles, Railway wagons/BFRs through diplorry /other means by contractor on either side of track evenly in block section/station yard with his own labour, tools & plants, consumable etc. complete as per direction of site Engineer with lead of:beyond 2 km. up to 3 km. | — | — | — | 11,82,425 | |
| — | Per | Track Metre | — | ||
| — | 130000.00 | — | — | ||
| Pairing of 60kg/52kg/90R rail single rails/ SWP/10 Rail/20 Rail panel on cess on either side of track in yards/block section including all lead, lift, ascends, descends, crossing of track and other obstructions etc. as per direction of the Engineer-in charge. | — | — | — | 15,47,000 | |
| — | 4000.00 | — | — | ||
| Cutting of 60kg/52kg/90R 90/72 UTS rail with hexa-blade/rail cutting machine in station yard/block section complete as per track manual and direction of Engineer-In charge. Note:- No payment shall be made for incorrect cuts. | — | — | — | 4,19,600 | |
| — | 2000.00 | — | — | ||
| Drilling 32mm/25mm dia fish bolt holes and chamfering in 60kg/52kg/90R rail in station yard/block section complete as per track manual and direction of Engineer in charge. Note:- No payment shall be made for incorrectly made holes. | — | — | — | 1,11,600 | |
| — | Per | Track Metre | — | ||
| — | 5000.00 | — | — | ||
| Slewing of BG track to the indicated alignment up to 60 cm of existing track during block/without block to the Railway Standard drawing including packing of track on new alignment, ballasting with existing ballast to make it fit for passing the traffic at 20KMPH with contractor's tools & plants and labour including all incidental works as directed by Engineer-in-charge. (Slewing beyond 60 cm will be paid on prorata basis) | — | — | — | 9,76,050 | |
| — | 2000.00 | — | — | ||
| Cutting of 3 Rails panel/more than 13M Rails at site, in block section, yards with Gas cutting tools by contractor's own labour, T&P consumables etc. (including making of hole when ever required) complete as per directions of site Engineer. | — | — | — | 98,660 | |
| — | 40000.00 | — | — | ||
| Loading and leading of all types of PSC sleepers including PSC turnout sleepers etc. into contractor's own truck/trailer including lead upto 65 m & proper stacking by using road crane or any other suitable mechanical device without damaging the PSC sleeper as per standard specification (Loading into contractor's vehicle will normally be done by sleeper plant and this item will be operated only in case of breakdown of factory's crane which will be certified by SE/Works/Sleeper Factory) or in case loading of sleeper is done from any other place. | — | — | — | 44,88,800 | |
| — | 70000.00 | — | — | ||
| Unlaoding of PSC BG line sleeper from all type of wagon in block section/yard with all lead, lift, descends, ascends, xing of track and during block section& clearing of adjacent track/road to make safe running of trains & road vehicles as per direction of Engineer-in-charge (No extra payment will be made for shifting/stacking of sleeper involved). | — | — | — | 35,31,500 | |
| — | 108000.00 | — | — | ||
| Spreading of BG PSC line sleepers already transported/unloaded vide items above including further carriage and rehandling as required for placing in the slopes/ along newly constructed bank at uniform spacing of 1660/ 1540 nos sleepers per km. for patch doubling in section as per direction of Engineer-in charge incld. all lead, lift, descends, crossing of track and observance of necessary safety contractor's own labour tools and plants and consumables etc. including loading/ unloading complete job in block sections. | — | — | — | 70,12,440 | |
| — | 108000.00 | — | — | ||
| Placing BG PSC sleepers from slope/ side or any other place of embankment to leveled and compacted bed of ballast/blanketing material at specified spacing and correct alignment with all leads, lifts, descends, xing of track and other obstructions etc. in block section. | — | — | — | 27,09,720 | |
| — | 100000.00 | — | — | ||
| Spreading ballast from the stacks (available along the bank) uniformly on new formation/track including all lead, lift, crossing of track as per direction of Engineer-in-charge. Lead up to 100m. | — | — | — | 99,32,000 | |
| — | 40000.00 | — | — | ||
| Spreading ballast from the stacks (available along the bank) uniformly on new formation/track including all lead, lift, crossing of track as per direction of Engineer-in-charge. Lead beyond 100m & up to 1 km. | — | — | — | 50,37,200 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Lifting of track under non-running traffic conditions with the help of suitable rail-jacks up to 250mm in max. 03 stages not exceeding 100mm with Katcha packing after each lift to achieve proper track geometry (gauge, alignment and cross-levels) directions of site engineer with contractor's labour, tools and plants etc. complete. 1st lift of 100mm. | — | — | — | 16,61,400 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Lifting of track under non-running traffic conditions with the help of suitable rail-jacks up to 250mm in max. 03 stages not exceeding 100mm with Katcha packing after each lift to achieve proper track geometry (gauge, alignment and cross-levels) directions of site engineer with contractor's labour, tools and plants etc. complete. Additional lift of 100mm. | — | — | — | 16,94,550 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Lifting of track under non-running traffic conditions with the help of suitable rail-jacks up to 250mm in max. 03 stages not exceeding 100mm with Katcha packing after each lift to achieve proper track geometry (gauge, alignment and cross-levels) directions of site engineer with contractor's labour, tools and plants etc. complete. Additional lift of 50mm | — | — | — | 14,25,450 | |
| — | 25000.00 | — | — | ||
| Unloading track ballast from all type of wagons in block section/station yards in block time and clearing infringement and site for further unloading as directed by Engineer with contractor's labour, tools, plants etc. with all leads, lifts, descents, Xing of track etc. | — | — | — | 20,96,500 | |
| — | Per | Track Metre | — | ||
| — | 25000.00 | — | — | ||
| Putting ballast into track and balancing the same within 20m lead as per required profile uniformly unloaded on cess from BG Railway wagons and boxing of the track including contractor's labour, tools and plants etc. as per direction of Engineer-in-charge. | — | — | — | 1,81,500 | |
| — | 10000.00 | — | — | ||
| Removing the clean ballast from dismantled track and stacking on the cess and spreading in BG track linked on shifted as per BG LWR ballast profile with contractor's labour machinery, tools & plants including all lead and lift complete as per Engineer at site. | — | — | — | 9,64,100 | |
| — | 2000.00 | — | — | ||
| Salvaging the old caked ballast from existing dismantled track with contractor's labour, tools & plants including all lead & lift complete. The item mainly includes taking out ballast completely by digging up to formation level screening the same on 20mm square mess screens preparation of stacking grounds & stacking the screened ballast in stacks on the new formation as per direction of Engineer-in-charge. Note:- Putting & spreading of ballast into track will be paid separately vide items above. | — | — | — | 3,77,980 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Offering of rails 60kg/52kg/90R On wooden block with perfect alignment and spacing of joints as per direction of site Engineer, with contractor's own labour, tools, plants and consumables to facilitate welding of joints at site to be carried out by other agency. | — | — | — | 6,01,250 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Linking BG track on PSC sleeper in straight/curves (excluding level crossing and girder bridges) in main line/loop over shoots with 1660/1540 per km sleeper density including carting of P. way fittings from PWI's store /stations including lifting 52kg/90R single rail/SWP/10 Rail/20 Rail panel from cess and placing on PSC sleepers, cleaning oiling and greasing fish plates, fish bolts rail, finishing surface and elastic rail clips including greasing of inside of MCI after cleaning the same with wire brushes and emery paper specially cleaning of MCI insert for any debris or rusted material with the application of 'O' graphite grease conforming to IS 408-1981 contractors oil, grease and graphite putting in ballast, initial packing boxing and dressing of ballast as per specified standards to true alignment and levels as directed by Engineer-in charge. No extra payment for leading of P. way fittings from PWI store will be made. New formation (i) 1660/1540 per km.Note:- 75% of the payment will be made after completing all the activities except boxing and dressing and rest 25% will be made after the boxing and dressing is completed.Fitting will be made available at PWI store at the Rails along the track.No extra payment will be made for carting of fittings. | — | — | — | 1,53,03,600 | |
| — | Per | Track Metre | — | ||
| — | 130000.00 | — | — | ||
| Dresing & boxing of ballast in BG track as per BG LWR profile (ballast available on the formation) with contractors own labour, tools/equipments and consumables as per direction of engineer-in-charge. | — | — | — | 44,59,000 | |
| — | Per | Track Metre | — | ||
| — | 3000.00 | — | — | ||
| Linking BG track on level crossing by digging formation to correct level, spreading ballast placing PSC/wooden sleepers at 1660/1540 per km/M+7/M+4 sleeper density painting running rails and check rail with brackets and bolts. Linking BG track final packing, boxing and making good road surfaces to correct level and profile between gate posts for full width of road for immediate use of road traffic as directed by Engineer at site.Note:-Check rail shall be given at nearest station PSC level xing sleeper shall be given at or nearest level xing itself. Fitting of level xing shall be given from store depot at DEOS/BTT station. For above no extra payment shall be made. 75% of the payment will be made after completing all the activities except boxing & dressing and rest 25% will be made after the boxing & dressing is completed. Fittings/check rails will be made available at the PWI's store & rails along the track. | — | — | — | 49,85,040 | |
| — | Per | Track Metre | — | ||
| — | 1000.00 | — | — | ||
| Linking of 60 Kg/52 Kg. single rail/10-20 rails panel over bridges to correct alignment & level of sleepers, fixing of all fittings & fastenings for rail & sleepers & lubricating and greasing of rail etc. with grease/graphite including painting of rail & sleeper seat with contractor's paint etc. including carting of rails from bridge approaches as per direction of Engineer-in-charge | — | — | — | 2,19,920 | |
| — | Per | Track Metre | — | ||
| — | 1000.00 | — | — | ||
| Fabricating, notching, bending, drilling, fixing, linking & jointing both guard rails 52kg/90R on bridges as directed by Engineer-in-charge. | — | — | — | 1,99,510 | |
| — | 60.00 | — | — | ||
| Laying 60/52kg.Railway switch expansion joints (SEJ) on special PSC sleepers as per RDSO drawing No.T-4165/ 4160/ 5478/5586/5748 at the required locations with contractors labours and tools inclusive of all lead and lift complete. The items mainly includes laying SEJ, special PSC sleepers to correct spacing over compacted ballast bed, laying of stock rail and tongue rail (two pairs) providing the fittings and fastening, fabricating supplying and fixing two angle spacers bringing it to desired level and longitudinal profile correcting, gauge, cross level, spacing and squaring of sleeper and packing dressing the ballast oiling greasing the tongue rails and stock rails etc. or any other item required as per directive of Engineer at site. | — | — | — | 1,71,507 | |
| — | 60.00 | — | — | ||
| Assembling/linking & laying 60kg./52kg BG Fan shaped points and crossing on PSC Layout as per drawing/specification including leading of materials from stacks/PWI's stores at BTT/GKC, cutting rails, drilling holes, Jim crowing of rails, as required fixing stretcher bars & spring setting device, two round of through packing, boxing and dressing of ballast to profile, lubricating & greasing of rail joints, fish plates, fish bolts, rails fishing surface of joints elastic rail clips with contractors oil grease graphite etc. as per direction of Engineer in charge. 1 in 12.Note:-(i) 75% of the payment will be made after the assembly is completed and laid. Balance 25% will be paid after completion of all other activities as per item (ii) Fitting and fastenings required for points xing shall be made available at BTT/GKC stations. Switch assembling, Rails for lead, turn out sleeper check rails, CMS xing shall be made available at same station yard. For leading above materials from mentioned location to desired site of work, no extra payment shall be made. | — | — | — | 30,91,012.2 | |
| — | 10.00 | — | — | ||
| Assembling/linking & laying 60kg./52kg BG Fan shaped points and crossing on PSC Layout as per drawing/specification including leading of materials from stacks/PWI's stores at BTT/GKC, cutting rails, drilling holes, Jim crowing of rails, as required fixing stretcher bars & spring setting device, two round of through packing, boxing and dressing of ballast to profile, lubricating & greasing of rail joints, fish plates, fish bolts, rails fishing surface of joints elastic rail clips with contractors oil grease graphite etc. as per direction of Engineer in charge. 1 in 8.5.Note:-(i) 75% of the payment will be made after the assembly is completed and laid. Balance 25% will be paid after completion of all other activities as per item (ii) Fitting and fastenings required for points xing shall be made available at BTT/GKC stations. Switch assembling, Rails for lead, turn out sleeper check rails, CMS xing shall be made available at same station yard. For leading above materials from mentioned location to desired site of work, no extra payment shall be made. | — | — | — | 4,28,081.9 | |
| — | 10.00 | — | — | ||
| Assembling/linking & laying 60kg./52kg BG Fan shaped points and crossing on PSC Layout as per drawing/specification including leading of materials from stacks/PWI's stores at BTT/GKC, cutting rails, drilling holes, Jim crowing of rails, as required fixing stretcher bars & spring setting device, two round of through packing, boxing and dressing of ballast to profile, lubricating & greasing of rail joints, fish plates, fish bolts, rails fishing surface of joints elastic rail clips with contractors oil grease graphite etc. as per direction of Engineer in charge. DS.Note:-(i) 75% of the payment will be made after the assembly is completed and laid. Balance 25% will be paid after completion of all other activities as per item (ii) Fitting and fastenings required for points xing shall be made available at BTT/GKC stations. Switch assembling, Rails for lead, turn out sleeper check rails, CMS xing shall be made available at same station yard. For leading above materials from mentioned location to desired site of work, no extra payment shall be made. | — | — | — | 75,801.5 | |
| — | 30.00 | — | — | ||
| Insertion of PSC turn out sleepers under traffic manually and dismantling of B.G. track during traffic block, linking and lying 60kg/52kg/90R B.G. point & crossing on already inserted PSC sleepers as per drawing/ specification including leading of materials from stacks/ P.W.I stores in the yard prior to traffic block, cutting rails, drilling holes, Jim crowing of rails as required and digging of track ballast and preparing required ballast bed for laying of turn out, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil grease graphite etc. as per direction of engineer in charge.ORAssembling of complete fan shaped B.G. 52Kg/90R turn out from stock joint to back of crossing out side the track at suitable site on cess (as directed by Engineer in charge ) as per drawing/specification with complete fitting. This will include all leading of PSC sleepers, new rails and switches in the yard to site of assembling crossing the track under protection etc. cutting drilling and bending of rails. This assembled fan shaped turn out shall be laid in track with railway T-28 point & crossing laying machine in a traffic block. During the block existing B.G. track including D.S. is to be dismantled and digging of track ballast up to required depth and preparing of required ballast bed for laying of turn out to be done, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil.Assistance to be given to T-28 machine by the contractor for bringing the assembled fan shaped turn out to site and during its laying including aligning, leveling, gauging, spacing of sleeper with complete fittings and giving Katcha packing etc. to make the track fit for 20 KMPH to be done by the contractor before removal of block including boxing and dressing of ballast to profile, lubricating and greasing of Rail-joints, fish-plates, fish-bolts, rails finishing surfaces of joints. 1 in 12 | — | — | — | 25,60,565.1 | |
| — | 10.00 | — | — | ||
| Insertion of PSC turn out sleepers under traffic manually and dismantling of B.G. track during traffic block, linking and lying 60kg/52kg/90R B.G. point & crossing on already inserted PSC sleepers as per drawing/ specification including leading of materials from stacks/ P.W.I stores in the yard prior to traffic block, cutting rails, drilling holes, Jim crowing of rails as required and digging of track ballast and preparing required ballast bed for laying of turn out, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil grease graphite etc. as per direction of engineer in charge.ORAssembling of complete fan shaped B.G. 52Kg/90R turn out from stock joint to back of crossing out side the track at suitable site on cess (as directed by Engineer in charge ) as per drawing/specification with complete fitting. This will include all leading of PSC sleepers, new rails and switches in the yard to site of assembling crossing the track under protection etc. cutting drilling and bending of rails. This assembled fan shaped turn out shall be laid in track with railway T-28 point & crossing laying machine in a traffic block. During the block existing B.G. track including D.S. is to be dismantled and digging of track ballast up to required depth and preparing of required ballast bed for laying of turn out to be done, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil.Assistance to be given to T-28 machine by the contractor for bringing the assembled fan shaped turn out to site and during its laying including aligning, leveling, gauging, spacing of sleeper with complete fittings and giving Katcha packing etc. to make the track fit for 20 KMPH to be done by the contractor before removal of block including boxing and dressing of ballast to profile, lubricating and greasing of Rail-joints, fish-plates, fish-bolts, rails finishing surfaces of joints. 1 in 8.5 | — | — | — | 8,39,517.3 | |
| — | 5.00 | — | — | ||
| Insertion of PSC turn out sleepers under traffic manually and dismantling of B.G. track during traffic block, linking and lying 60kg/52kg/90R B.G. point & crossing on already inserted PSC sleepers as per drawing/ specification including leading of materials from stacks/ P.W.I stores in the yard prior to traffic block, cutting rails, drilling holes, Jim crowing of rails as required and digging of track ballast and preparing required ballast bed for laying of turn out, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil grease graphite etc. as per direction of engineer in charge.ORAssembling of complete fan shaped B.G. 52Kg/90R turn out from stock joint to back of crossing out side the track at suitable site on cess (as directed by Engineer in charge ) as per drawing/specification with complete fitting. This will include all leading of PSC sleepers, new rails and switches in the yard to site of assembling crossing the track under protection etc. cutting drilling and bending of rails. This assembled fan shaped turn out shall be laid in track with railway T-28 point & crossing laying machine in a traffic block. During the block existing B.G. track including D.S. is to be dismantled and digging of track ballast up to required depth and preparing of required ballast bed for laying of turn out to be done, fixing stretcher bar and spring liver, with Katcha packing etc. to make track fit for 20 KMPH including, boxing and dressing of ballast to profile, lubricating and greasing of rail joints, fish plate, fish bolts, rails, fishing surface of joints, elastic rail clips with contractor's oil.Assistance to be given to T-28 machine by the contractor for bringing the assembled fan shaped turn out to site and during its laying including aligning, leveling, gauging, spacing of sleeper with complete fittings and giving Katcha packing etc. to make the track fit for 20 KMPH to be done by the contractor before removal of block including boxing and dressing of ballast to profile, lubricating and greasing of Rail-joints, fish-plates, fish-bolts, rails finishing surfaces of joints. DS | — | — | — | 1,37,371.55 | |
| — | 10.00 | — | — | ||
| Shifting of existing turn out 1:12/1:8.5 on PSC sleeper (fan shaped) with the help of T- 28 machine in traffic block including making bed for turn out at new locations in the same yard during block period including aligning, leveling , gauging, spacing of sleeper with complete fittings and giving katcha packing etc. to make traffic fit for 20KMPH to be done by the contractor before removal of the block including boxing, dressing of ballast to profile , lubricating and greasing of rail joint, fish plates, fish bolts, rails finishing surface of joints, elastic rail clips etc. with contractor's oil, grease, graphite etc. as per direction of Engineer in charge. | — | — | — | 6,02,582.9 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Destressing of LWR/CWR with contractors labour, tools and equipments inclusive of all leads, lifts etc. complete as per direction of site Engineer. The main items includes cutting of the LWR/CWR into convenient panel of 500M/1000M removal of ERCs, liners and keeping them on rollers tamping the rails with wooden mallets working out of the elongation of rail ends depending upon the prevailing site conditions, pulling the rails with the help of Hydraulic TENSOR to achieve the desired elongation, cutting the rails, removing the rollers and placing the rails in position ensuring that all rubber pads are correctly in position, putting the liners and fastening the rails with ERCs adjusting the position of SEJ if required oiling & greasing the SEJ and any other item required as directed by Engineer at site. In traffic block. | — | — | — | 17,30,300 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| First round of through packing of PSC sleeper track as per IRPWM to correct level and alignment as per direction of Engineer at site. Note:- 10% of payment will be with held till the cleaning of cess is completed. PSC sleeper track 1660/1540 per km. | — | — | — | 31,88,900 | |
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| Each round of through packing of PSC/CST-9 sleeper track as per IRPWM with latest correction slips to correct level and alignment as per direction of Engineer at site. (excluding first packing including final dressing ,boxing & cleaning of cess). Note:- 10% of payment will be with held till the cleaning of cess is completed. PSC sleeper track 1660/1540 per km. | — | — | — | 27,55,350 | |
| — | 2000.00 | — | — | ||
| Cutting high cess/formation on either side of track in the yards approaches of level crossings/girder bridges/points & crossing making drains in yard as required and dumping excavated earth as directed by Engineer-in charge including all lift, crossing of track and lead up to 100mtrs. | — | — | — | 2,01,020 | |
| — | 40.00 | — | — | ||
| Manufacturing, painting and erecting BG dead ends in the station yards as per drawing and direction of Engineer- in charge (Rails and fittings will be supplied from PWI's store and will be carted without extra payment). | — | — | — | 1,49,604 | |
| — | 100.00 | — | — | ||
| Painting exterior surface with three coats including one base coat of contractor enamel paint of approved colour and make as directed by Engineer-in charge and letter writing. Note:- If letter of higher than 25mm size are required to be done. Rate will be increased proportionally to their height. Painting 3 coats. | — | — | — | 8,658 | |
| — | 5000.00 | — | — | ||
| Painting exterior surface with three coats including one base coat of contractor enamel paint of approved colour and make as directed by Engineer-in charge and letter writing. Note:- If letter of higher than 25mm size are required to be done. Rate will be increased proportionally to their height. Letter writing of 25mm size. | — | — | — | 8,200 | |
| — | 2000.00 | — | — | ||
| Manufacturing and fixing tie bar/rail post on cess or other places near track to indicate BG rail level alignment, Rail post for LWR, SEJ movement at location indicated by Engineer- in charge. Rail posts | — | — | — | 4,61,620 | |
| — | 500.00 | — | — | ||
| Manufacturing and fixing tie bar/rail post on cess or other places near track to indicate BG rail level alignment, Rail post for LWR, SEJ movement at location indicated by Engineer- in charge. Tie bar posts | — | — | — | 22,435 | |
| — | 10.00 | — | — | ||
| Manufacturing, fabricating and erecting in position whistle board, curve board SEJ board, Creep post shunting limit board, curve marker post & Rail fencing etc. (Rail steel section, steel cement required for the work shall be supplied by the Railway. free of cost at Railway station. | — | — | — | 85,341.1 | |
| — | 15000.00 | — | — | ||
| Leading of PSC line sleepers from stacks made at level crossings/in station yards along the embankment or on cess for each BG track with all lead, lift, descends, ascends in yard & up to home signal. | — | — | — | 9,79,800 | |
| — | Per | Track Metre | — | ||
| — | 8000.00 | — | — | ||
| Deep screening of ballast in full width of track below and in between of all kind of sleepers to give clean cushion below the bottom of sleepers by screening as per approved plan procedure mention in IRPWM by observing all safety provision. | — | — | — | 12,74,080 | |
| — | 500000.00 | — | — | ||
| Removal of ERC & steel/GFN liners in new laid rail panel/track, cleaning of rust & scales of ERC, steel liners & MCI inserts/wire brush/scrapper/Sand Empery paper etc. supply & provision of anticorrosive treatment by the application of grefited grease grade zero confirming to IS:408-1981 under side of liner & corresponding area of rail foot and MCI inserts with ERCs as laid down instructions of IRPWM and after proper greasing of steel/GFN liners and ERCs re-fixing on proper place and seat under the supervision of site in charge.Note: The item will be operated as per the direction of Engineer-in-charge either before CRS inspection or before handing over of the track. | — | — | — | 20,50,000 | |
| — | 500.00 | — | — | ||
| Laying/Insertion of Glued joint (60 kg/52kg. Rail/90R) on PSC/Wooden sleepers cutting of rails and drilling of holes chamfering etc. it also included transporting of released rails to depot with all lead and lift and crossing of track. | — | — | — | 20,53,565 | |
| — | 500000.00 | — | — | ||
| Extra for greasing inside of MCI and liners after cleaning the same with wire brushes and emery paper specially cleaning of any debris or rusted material with the application of '0' graphite grease conforming to IS 408-1981 with all contractor's labour tools and lift etc. complete job under the supervision of Rly's representative and as directed by Engineer in charge. | — | — | — | 83,65,000 | |
| — | 300000.00 | — | — | ||
| — | Per | Unit | — | ||
| Refixing check rails on level crossing and opening the level crossing for digging the level crossing and to close opened level crossing after the work. In connection with changing PRC sleeper, fittings, etc. with all labour, T&P etc. complete with drilling holes bending ends of check rail and cutting vertically and cutting flange longitudinally prior to fixing shall be made (both rails). This also include making of surface of level crossing level with ballast/earth for passage of road traffic complete job. | — | — | — | 26,52,000 | |
| — | Per | Track Metre | — | ||
| — | 1000.00 | — | — | ||
| Refixing check rails on level crossing and opening the level crossing for digging the level crossing and to close opened level crossing after the work. In connection with changing PRC sleeper, fittings, etc. with all labour, T&P etc. complete with drilling holes bending ends of check rail and cutting vertically and cutting flange longitudinally prior to fixing shall be made (both rails). This also include making of surface of level crossing level with ballast/earth for passage of road traffic complete job. | — | — | — | 4,15,110 | |
| — | 30.00 | — | — | ||
| Dismantling and removal of SEJ with all fittings and sleepers under traffic block/speed restriction including leading/shifting of dismantled material from site of SE(P.Way) store or other place for reusing the same as a complete job this also includes staraightrack in lieu of dismantles SEJ. | — | — | — | 2,33,310 | |
| — | 60.00 | — | — | ||
| First through packing of points & crossing on all type of sleepers including correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer-in-charge. Note : If tamping machine not provided then through packing of T/out may be done further for safe running of traffic. 1 in 12. | — | — | — | 9,77,052.6 | |
| — | 10.00 | — | — | ||
| First through packing of points & crossing on all type of sleepers including correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer-in-charge. Note : If tamping machine not provided then through packing of T/out may be done further for safe running of traffic. 1 in 8.5 | — | — | — | 1,39,126 | |
| — | 200.00 | — | — | ||
| Providing 5 KVA Generator set at site for lighting/Electricity pupose including fuel, Operator, Fitter and labour tube light, Halogen lmps Electricity wire lead of suitable and length as per direction of Engineer in Charge complete job. | — | — | — | 3,53,298 | |
| — | 250.00 | — | — | ||
| Supplying refelective strip/sheet of colour Yellow/Red of approved quality as per direction of Engineer in Charge. | — | — | — | 5,120 | |
| — | 6.00 | — | — | ||
| — | Each | Job 314750.74 | — | ||
| Cutting & slewing the existing track in entire curved length and to connect it with newly laid track at 5.30m distance from existing track at curve. | — | — | — | 18,88,504.44 | |
| — | 5000.00 | — | — | ||
| Removal of all types of muck / malba and garbage which includes waste material, animal carcass, cow dung, debris, sweepings etc. from track and dumping / throwing, as directed by engineer in-charge following all rules / regulations of State / Central Govt. and Authorised Bodies : In case of payment on the basis of stack / truck / trolley measurement. | — | — | — | 38,17,000 | |
| — | Per | Track Metre | — | ||
| — | 5000.00 | — | — | ||
| Manual deep screening of Plain track / turnouts 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 i upto 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in - inluding cutting cess or 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. Depth of 300 mm below bottom of sleeper - For Plain Track. | — | — | — | 20,68,650 | |
| — | 10000.00 | — | — | ||
| 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 directed by Engineer in-charge. | — | — | — | 3,69,100 | |
| — | 700.00 | — | — | ||
| — | Gang | Day | — | ||
| One Gang comprisingof 20 physically fitlabour plus 1 meth Note: in case thecontractor provides lesslabour the rate will bededucted @ 10% perlabour of accepted rate. | — | — | — | 76,79,294 | |
| Renewal of existing PSC sleepers carefully and inserting PSC sleepers manually under traffic including re-marking and accordingly re-spacing sleepers on both rails with sound initial packing and achieving proper track geometry (gauge, alignment & cross level) as per CE circular No. 78 of 1993 with fixing of rubber pad, liners, ERC, etc. with all lead, lift, etc. complete. | — | 10000.00 | — | — | |
| — | 2000.00 | — | — | ||
| — | 120.00 | — | — | ||
| — | Per | Track Metre | — | ||
| — | 65000.00 | — | — | ||
| — | 100.00 | — | — |
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