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Tender Value
₹70.9 L
EMD Value
₹1.4 L
Closing Date
6 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
TRACK 1
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Non submission of the documents shall lead to summarily rejection of the offer.
(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: (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 costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)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) (3) 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 Contractor 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 notarised, 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 fulfillment 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.
Defination of Similar Work :- Any P.Way works.
12 conditions · 2 needing a document upload
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.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
If the bidder submits Bid security in the form of Bank Guarantee "The original Bank Guarantee should be delivered in person receive and dispatch section of this office (i.e. DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids)
Maintenance of Up Grade separator between NMWP - KTKD section under Assistant Divisional Engineer, Katni.
DRMW-JBP-11-2026~WCR
DRMW-JBP-11-2026
Open
Works - General
24 Months
Jabalpur, Madhya Pradesh
₹0
₹1.4 L
6 Feb 2026
13 Jan 2026
23 Jan 2026
52 items across 1 schedule · ₹90,42,581.39 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 200.00 | 109.41 | 21,882 |
| 2 | Up to 40 m long rail panel | RM | 1000.00 | 9.6 | 9,600 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 750.00 | 37.25 | 27,937.5 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 750.00 | 39.44 | 29,580 |
| 5 | Locations other than Ballasted Deck Bridge | Each | 150.00 | 496.88 | 74,532 |
| 6 | Ballasted Deck Bridge | Each | 150.00 | 586.85 | 88,027.5 |
| 7 | For 1.00m long fishplates | Joint | 2000.00 | 134.92 | 2,69,840 |
| 8 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 100000.00 | 2.42 | 2,42,000 |
| 9 | 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 and as directed. | RM | 20000.00 | 6.13 | 1,22,600 |
| 10 | By using Railway's Grease graphite | Each | 1000.00 | 32.35 | 32,350 |
| 11 | By using Contractor's Grease Graphite | Each | 1000.00 | 41.73 | 41,730 |
| 12 | GRSP | Each | 1500.00 | 21.79 | 32,685 |
| 13 | ERCs | Each | 750.00 | 7.28 | 5,460 |
| 14 | Metal/GFN Liners | Each | 750.00 | 4.85 | 3,637.5 |
| 15 | 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 | 428.9 | 4,28,900 |
| 16 | Under Traffic Block Conditions | Set | 2.00 | 7,909.82 | 15,819.64 |
| 17 | Sleepers up to 2.85 m length | Each | 90.00 | 638.42 | 57,457.8 |
| 18 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 30.00 | 879.25 | 26,377.5 |
| 19 | Sleepers of more than 4.20 m length | Each | 30.00 | 1,385.21 | 41,556.3 |
| 20 | Turnout sleepers of length up to 2.85 m | Each | 150.00 | 144.56 | 21,684 |
| 21 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 150.00 | 173.47 | 26,020.5 |
| 22 | Sleepers of length more than 4.20 m | Each | 150.00 | 187.93 | 28,189.5 |
| 23 | 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 | 13000.00 | 187.56 | 24,38,280 |
| 24 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 2000.00 | 29.01 | 58,020 |
| 25 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 18000.00 | 27.59 | 4,96,620 |
| 26 | Linking of track on Girder Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 100.00 | 593.8 | 59,380 |
| 27 | For PSC Sleeper | TRM | 8500.00 | 93.84 | 7,97,640 |
| 28 | Packing of isolated loose PSC sleepers on plain track below the bottom of t h e sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 1000.00 | 84.98 | 84,980 |
| 29 | Without Rail tensor | TRM | 13000.00 | 50.9 | 6,61,700 |
| 30 | With 2 bolts | Set | 75.00 | 115.97 | 8,697.75 |
| 31 | 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 | 6000.00 | 33.94 | 2,03,640 |
| 32 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 75.00 | 22.97 | 1,722.75 |
| 33 | For day time block working | TRM | 13000.00 | 19.88 | 2,58,440 |
| 34 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 4.00 | 11,372.8 | 45,491.2 |
| 35 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 261.75 | 52,350 |
| 36 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 331.17 | 66,234 |
| 37 | Outside Track | Each | 400.00 | 53.95 | 21,580 |
| 38 | On Running Line | Each | 400.00 | 71.32 | 28,528 |
| 39 | For lead up to 500 metre. | MT | 300.00 | 403.67 | 1,21,101 |
| 40 | For lead beyond 500 metre and up to 1 Km. | MT | 300.00 | 520.17 | 1,56,051 |
| 41 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 150.00 | 61.89 | 9,283.5 |
| 42 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 150.00 | 410.31 | 61,546.5 |
| 43 | All type of PSC sleepers | MT | 150.00 | 447.11 | 67,066.5 |
| 44 | P.Way fittings of all types and other similar loose items | MT | 150.00 | 406 | 60,900 |
| 45 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 10.00 | 4,423.89 | 44,238.9 |
| 46 | Supplying of Zero toe load fixtures for H Beam sleepers of 52/60Kg Rails procured from RDSO approved firms as per RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in- charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. | Set | 50.00 | 4,967.59 | 2,48,379.5 |
| 47 | 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 | 48.00 | 7,994.87 | 3,83,753.76 |
| 48 | 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 | 48.00 | 6,778.28 | 3,25,357.44 |
| 49 | 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 | 48.00 | 10,062.35 | 4,82,992.8 |
| 50 | 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 | 75.00 | 1,230.31 | 92,273.25 |
| 51 | Fixing vertically the unserviceable PSC sleepers at locations of tress-passing, railway boundary or to make temporary store by excavating trench, fixing PSC sleeper in trench and filling back open trench. | Each | 120.00 | 157.89 | 18,946.8 |
| 52 | Supplying and spraying in specified proportion Weedicide Chemical, capable to kill entire weed on track / cess / embankment with all labour, material, tools & plants etc. complete job in all respect. Scientific name of the chemical is Isopropylamine Salt of Glyphosate, in which active ingredient is Glyphosate (41%), colour is light amber to brownish, very low in toxicity and has favourable environmental characteristics. It will be ensured that no weed growth occurs up to six months period, otherwise re-spraying shall be done by the contractor free of cost. | Sqm | 52000.00 | 0.76 | 39,520 |
| Schedule total | ₹90,42,581.39 | ||||
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