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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
9 Sept 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever less; whereV= Advertised value of the tender in crores of RupeesN= 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, orTwo similar works each costing not less than the amount equal to 40% of advertised value of the tender, orOne similar work each costing not less than the amount equal to 60% of advertised value of the tender.(b)(b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, orTwo similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, orOne similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.Note: for b (i) separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components.(b)(ii)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity.(b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the RailwayIn case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.Note for Item 10.1:Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. organization, 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:- Any Track work. (Note:- 1. Fabrication of Glued joints should be done by RDSO approved manufacturer as per the extant guidelines on the subject. 2. Ballast supply/formation work will not be considered under this item)
2 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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
JP Division - Various type P-way maintenances work under Sr. DEN/N/JP
ENGG-JP-2026-27-99~NWR
ENGG-JP-2026-27-99
Open
Works - General
9 Months
Jaipur, Rajasthan
₹0
₹2.9 L
9 Sept 2026
14 Aug 2026
26 Aug 2026
62 items across 1 schedule · ₹1,44,24,171.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Locations other than Ballasted Deck Bridge | — | — | — | 50,715 |
| 2 | For 1.00m long fishplates | Joint | 500.00 | 120.4 | 60,200 |
| 3 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer- in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 5000.00 | 56.16 | 2,80,800 |
| 4 | 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. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 100000.00 | 5.16 | 5,16,000 |
| 5 | 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. 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 sleeper 3.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. | ERC | 2000.00 | 53.1 | 1,06,200 |
| 6 | By using Contractor's Grease Graphite | Each | 4000.00 | 38.35 | 1,53,400 |
| 7 | GRSP | Each | 4000.00 | 22.26 | 89,040 |
| 8 | ERCs | Each | 2500.00 | 7.43 | 18,575 |
| 9 | Metal/GFN Liners | Each | 4000.00 | 4.95 | 19,800 |
| 10 | 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. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 2. Due care shall be taken to avoid any damage to the sleeper 3.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. | Each | 1000.00 | 294.73 | 2,94,730 |
| 11 | Rail section of 52Kg and above | Each | 500.00 | 127.67 | 63,835 |
| 12 | Renewal of existing SEJ along with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading all new materials to site, transportation of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 15.00 | 8,307.19 | 1,24,607.85 |
| 13 | Sleepers up to 2.85 m length | Each | 500.00 | 651.53 | 3,25,765 |
| 14 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 898.16 | 1,79,632 |
| 15 | 1 in 12 Turnout | Set | 10.00 | 4,464.56 | 44,645.6 |
| 16 | For 1 in 12 Turnouts | Set | 10.00 | 32,825.5 | 3,28,255 |
| 17 | For 1 in 12 Turnouts | Set | 20.00 | 6,468.84 | 1,29,376.8 |
| 18 | For 1 in 8.5 Turnouts | Set | 10.00 | 5,175.07 | 51,750.7 |
| 19 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 4000.00 | 623.04 | 24,92,160 |
| 20 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 1000.00 | 996.86 | 9,96,860 |
| 21 | 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 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. | TRM | 1500.00 | 191.51 | 2,87,265 |
| 22 | For PSC Sleeper | TRM | 5000.00 | 95.71 | 4,78,550 |
| 23 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2000.00 | 190.47 | 3,80,940 |
| 24 | Without Rail tensor | TRM | 10000.00 | 42.59 | 4,25,900 |
| 25 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate.Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be d e d u c t e d 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. | Gang Day | 180.00 | 15,058.66 | 27,10,558.8 |
| 26 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 100.00 | 1,929.81 | 1,92,981 |
| 27 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in- charge to keep drains clean and clear in cuttings etc. | RM | 3000.00 | 34.63 | 1,03,890 |
| 28 | 1 in 12 Turnout | Set | 40.00 | 1,276.62 | 51,064.8 |
| 29 | 1 in 8½ Turnout | Set | 20.00 | 819.75 | 16,395 |
| 30 | Kilometre & Gradient post | Each | 500.00 | 95.6 | 47,800 |
| 31 | LWR / SEJ Board | Each | 150.00 | 168.98 | 25,347 |
| 32 | Curve Post | Each | 500.00 | 101.1 | 50,550 |
| 33 | Curve Board | Each | 100.00 | 168.98 | 16,898 |
| 34 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1000.00 | 57.02 | 57,020 |
| 35 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 1000.00 | 129.15 | 1,29,150 |
| 36 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 300.00 | 112.28 | 33,684 |
| 37 | 60 Kg - 110/90 UTS - On Running Line | Each | 400.00 | 280.99 | 1,12,396 |
| 38 | Outside Track | Each | 600.00 | 50.01 | 30,006 |
| 39 | On Running Line | Each | 800.00 | 67.23 | 53,784 |
| 40 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 1000.00 | 74.81 | 74,810 |
| 41 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 200.00 | 124.5 | 24,900 |
| 42 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 200.00 | 92.69 | 18,538 |
| 43 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 200.00 | 95.87 | 19,174 |
| 44 | For lead up to 500 metres | MT | 200.00 | 319.49 | 63,898 |
| 45 | For lead beyond 500 metre and up to 1 Km | MT | 200.00 | 474.19 | 94,838 |
| 46 | Lead up to 5 Km | MT | 40.00 | 59.47 | 2,378.8 |
| 47 | Lead beyond 5 Km and up to 10 km | MT | 40.00 | 103.5 | 4,140 |
| 48 | Lead beyond 10 Km and up to 20 km | MT | 40.00 | 162.89 | 6,515.6 |
| 49 | From Truck / Trailer | MT | 200.00 | 91.41 | 18,282 |
| 50 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 500.00 | 392.28 | 1,96,140 |
| 51 | P.Way fittings of all types and other similar loose items | MT | 1300.00 | 414.33 | 5,38,629 |
| 52 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 200.00 | 1,044.74 | 2,08,948 |
| 53 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 20.00 | 8,405.67 | 1,68,113.4 |
| 54 | Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 20.00 | 7,828.72 | 1,56,574.4 |
| 55 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 40.00 | 8,289.78 | 3,31,591.2 |
| 56 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 20.00 | 6,988.14 | 1,39,762.8 |
| 57 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 40.00 | 6,008.27 | 2,40,330.8 |
| 58 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 40.00 | 8,543.06 | 3,41,722.4 |
| 59 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 50.00 | 1,137.1 | 56,855 |
| 60 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 180.00 | 753.26 | 1,35,586.8 |
| 61 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 2000.00 | 14.45 | 28,900 |
| 62 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 40.00 | 575.4 | 23,016 |
| Schedule total | ₹1,44,24,171.75 | ||||
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