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Tender Value
₹2.2 Cr
EMD Value
₹2.6 L
Closing Date
23 Jan 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)
LOCATION OF TTR WORK TTR-TWS+WCMS ( 1 in 12) SMRR-4, DMO-2 and GEA-4 TTR-TWS+WCMS (1 in 8.5) DMO-5
Miscellaneous P.way repair and maintenance work for the 3rd line between Km 1073.874 to Km 1087.577 on the GW-GAJ section, Km 1142.497 to Km 1153.115 on the BNU-GEA section, and Km 1100.485 to Km 1114.340 on the PHA-ANA section (total 38.176 km) and TTR-(TWS+WCMS)- 10 nos (1 in 12) and TTR- (TWS+WCMS)- 5 nos (1 in 8.5) under jurisdiction of Senior Divisional Engineer(West)/Jabalpur.
DRMW-JBP-218-2025~WCR
DRMW-JBP-218-2025
Open
Works - General
24 Months
Jabalpur, Madhya Pradesh
₹0
₹2.6 L
23 Jan 2026
30 Dec 2025
9 Jan 2026
78 items across 2 schedules · ₹1,93,74,869.33 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Through Rail Renewal work | TRM | 390.00 | 47.04 | 18,345.6 |
| 2 | For Through Rail Renewal work | TRM | 390.00 | 48.48 | 18,907.2 |
| 3 | Locations other than Ballasted Deck Bridge | Each | 469.00 | 496.88 | 2,33,036.72 |
| 4 | For 1.00m long fishplates | Joint | 469.00 | 134.92 | 63,277.48 |
| 5 | 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 | 164150.00 | 6.43 | 10,55,484.5 |
| 6 | 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 | 9380.00 | 6.13 | 57,499.4 |
| 7 | By using Railway's Grease graphite | Each | 18760.00 | 32.35 | 6,06,886 |
| 8 | ERCs | Each | 4690.00 | 7.28 | 34,143.2 |
| 9 | Metal/GFN Liners | Each | 4690.00 | 4.85 | 22,746.5 |
| 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 | 469.00 | 428.9 | 2,01,154.1 |
| 11 | Rail section of 52Kg and above | Each | 120.00 | 152.2 | 18,264 |
| 12 | 1 in 8½ Turnouts | Set | 5.00 | 18,963.26 | 94,816.3 |
| 13 | 1 in 12 Turnouts | Set | 10.00 | 21,866.58 | 2,18,665.8 |
| 14 | For 1 in 8½ Points & Crossing | Set | 47.00 | 8,272.47 | 3,88,806.09 |
| 15 | For 1 in 12 Points & Crossing | Set | 94.00 | 10,439.93 | 9,81,353.42 |
| 16 | Sleepers up to 2.85 m length | Each | 265.00 | 638.42 | 1,69,181.3 |
| 17 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 290.00 | 879.25 | 2,54,982.5 |
| 18 | Sleepers of more than 4.20 m length | Each | 290.00 | 1,385.21 | 4,01,710.9 |
| 19 | 1 in 8½ Turnout | Set | 5.00 | 3,981.3 | 19,906.5 |
| 20 | 1 in 12 Turnout | Set | 10.00 | 4,360.61 | 43,606.1 |
| 21 | For 1 in 12 Turnouts | Set | 10.00 | 32,108.76 | 3,21,087.6 |
| 22 | For 1 in 8.5 Turnouts | Set | 5.00 | 25,687.01 | 1,28,435.05 |
| 23 | Turnout sleepers of length up to 2.85 m | Each | 1407.00 | 144.56 | 2,03,395.92 |
| 24 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 1876.00 | 173.47 | 3,25,429.72 |
| 25 | Sleepers of length more than 4.20 m | Each | 704.00 | 187.93 | 1,32,302.72 |
| 26 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 390.00 | 609.95 | 2,37,880.5 |
| 27 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 560.00 | 975.91 | 5,46,509.6 |
| 28 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 4750.00 | 5.8 | 27,550 |
| 29 | 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 | 2345.00 | 187.56 | 4,39,828.2 |
| 30 | 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 | 93800.00 | 27.59 | 25,87,942 |
| 31 | Under Traffic Block Conditions: | cum | 1200.00 | 55.06 | 66,072 |
| 32 | For PSC Sleeper | TRM | 11725.00 | 93.84 | 11,00,274 |
| 33 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 390.00 | 144.51 | 56,358.9 |
| 34 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 390.00 | 111.16 | 43,352.4 |
| 35 | 1 in 8½ PSC layout | Set | 5.00 | 12,021.37 | 60,106.85 |
| 36 | 1 in 12 PSC layout | Set | 10.00 | 15,640.49 | 1,56,404.9 |
| 37 | With 2 bolts | Set | 120.00 | 115.97 | 13,916.4 |
| 38 | 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 | 4690.00 | 33.94 | 1,59,178.6 |
| 39 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 9380.00 | 15.62 | 1,46,515.6 |
| 40 | Trimming of tree branches coming within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. | Each | 141.00 | 179.77 | 25,347.57 |
| 41 | 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 | 1058.00 | 22.97 | 24,302.26 |
| 42 | 1 in 12 Turnout | Set | 10.00 | 1,364.03 | 13,640.3 |
| 43 | 1 in 8½ Turnout | Set | 5.00 | 884.78 | 4,423.9 |
| 44 | For day time block working | TRM | 93800.00 | 19.88 | 18,64,744 |
| 45 | Level crossing with asphalted surface | Sqm | 2814.00 | 400.52 | 11,27,063.28 |
| 46 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 52.00 | 9,768.62 | 5,07,968.24 |
| 47 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 104.00 | 11,372.8 | 11,82,771.2 |
| 48 | 60 Kg - 110/90 UTS - On Running Line | Each | 150.00 | 331.17 | 49,675.5 |
| 49 | On Running Line | Each | 300.00 | 71.32 | 21,396 |
| 50 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 120.00 | 39.72 | 4,766.4 |
| 51 | 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 | 2345.00 | 86.6 | 2,03,077 |
| 52 | In wagons not involving traffic block or on lines not opened to traffic but handling by mechanical means is not possible | MT | 135.00 | 170.64 | 23,036.4 |
| 53 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 145.00 | 134.38 | 19,485.1 |
| 54 | For lead beyond 500 metre and up to 1 Km. | MT | 40.00 | 520.17 | 20,806.8 |
| 55 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 40.00 | 180.54 | 7,221.6 |
| 56 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 145.00 | 100.82 | 14,618.9 |
| 57 | For lead beyond 500 metre and up to 1 Km | MT | 60.00 | 465.38 | 27,922.8 |
| 58 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 60.00 | 188.87 | 11,332.2 |
| 59 | Lead up to 5 Km | MT | 15.00 | 175.92 | 2,638.8 |
| 60 | Lead beyond 5 Km and up to 10 km | MT | 7.50 | 218.17 | 1,636.28 |
| 61 | Lead up to 5 Km | MT | 45.00 | 53.94 | 2,427.3 |
| 62 | Lead beyond 5 Km and up to 10 km | MT | 45.00 | 96.2 | 4,329 |
| 63 | Lead beyond 10 Km and up to 20 km | MT | 45.00 | 153.76 | 6,919.2 |
| 64 | Lead beyond 20 Km and up to 30 km | MT | 60.00 | 223.92 | 13,435.2 |
| 65 | Lead beyond 30 Km and up to 50 km | MT | 75.00 | 321.42 | 24,106.5 |
| 66 | Lead beyond 50 Km and up to 100 Km | MT | 75.00 | 533.89 | 40,041.75 |
| 67 | Lead beyond 100 Km and up to 150 Km | MT | 85.00 | 851.96 | 72,416.6 |
| 68 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 17000.00 | 3.25 | 55,250 |
| 69 | From Truck / Trailer | MT | 5.00 | 98.23 | 491.15 |
| 70 | From Truck / Trailer | MT | 5.00 | 103.01 | 515.05 |
| 71 | From Truck / Trailer | MT | 120.00 | 138.77 | 16,652.4 |
| 72 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 2345.00 | 410.31 | 9,62,176.95 |
| 73 | P.Way fittings of all types and other similar loose items | MT | 15.00 | 406 | 6,090 |
| 74 | Stacking of glued joints in single layer for electrical testing, in such a manner that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water- logged from any side and (e) end post shall not rest on supports of glued joint | Each | 100.00 | 68.18 | 6,818 |
| 75 | 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 | 2345.00 | 157.89 | 3,70,252.05 |
| 76 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 938.00 | 830.66 | 7,79,159.08 |
| Schedule total | ₹1,91,74,269.33 | ||||
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